Construction of Madhyanchal Bhawan Extension for Government of Madhya Pradesh at Vasant Kunj, New Delhi

BILL OF QUANTITY

SUMMARY OF COST

SUMMARY OF COST - CIVIL WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2023) (Non DSR) (DSR+NDSR)

3 REINFORCED CEMENT CONCRETE 7,44,29,949.76 - 7,44,29,949.76

14 MISCELLANEOUS WORK - 16,06,045.96 16,06,045.96

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2023) (Non DSR) (DSR+NDSR)

2 CONCRETE WORKS 43,481.07 - 43,481.07

3 REINFORCED CEMENT CONCRETE 5,31,118.40 - 5,31,118.40

9 HORTICULTURE 72,317.53 - 72,317.53

Contractor's Signature and Stamp Client's Signature

Digitally and Stamp

MADHYA PRADESH GOVERNMENT, INDIA NBCC INDIA LIMITED

SUMMARY OF COST - DISMANTLING & REBARRING WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2023) (Non DSR) (DSR+NDSR)

1 DISMANTLING AND DEMOLISHING 32,85,673.99 - 32,85,673.99

SUMMARY OF COST - PLUMBING WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2023) (Non DSR) (DSR+NDSR)

1 SANITARY FIXTURE & FITTINGS 17,67,982.60 18,20,590.00 35,88,572.60

5 PUMPS AND EQUIPMENTS - 59,14,946.00 59,14,946.00

7 RAIN WATER HARVESTING 1,83,194.06 - 1,83,194.06

EXTERNAL WATER SUPPLY (WITH GARDEN

SUMMARY OF COST - HEAT PUMP

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2023) (Non DSR) (DSR+NDSR)

SUMMARY OF COST - STP WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2021) (Non DSR) (DSR+NDSR)

1 ELECTRO MECHANICAL WORK (STP) - 24,42,484.00 24,42,484.00

2 ELECTRICAL INSTALLATION FOR STP - 4,40,892.00 4,40,892.00

3 ULTRAFILTRATION UNITS - 62,985.00 62,985.00

SUMMARY OF COST - FIRE FIGHTING SYSTEM

Contractor's Signature and Stamp Client's Signature

Digitally and Stamp

MADHYA PRADESH GOVERNMENT, INDIA NBCC INDIA LIMITED

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2019) (Non DSR) (DSR+NDSR)

PART-A : FIRE FIGHTING, HYDRANT & SPRINKLER

2 PART-B : GAS FLOODING SYSTEM - 8,51,058.00 8,51,058.00

SUMMARY OF COST - ELECTRICAL WORKS

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2019) (Non DSR) (DSR+NDSR)

INTERNAL ELECTRICAL WORK

1 SUB HEAD I- INTERNAL ELECTRICAL INTSTALLATIONS 1,32,85,390.40 648.00 1,32,86,038.40

2 SUB HEAD II- DISTRIBUTION BOARDS 5,82,321.00 3,14,790.00 8,97,111.00

3 SUB HEAD III- RACEWAY 0.00 55,332.00 55,332.00

4 SUB HEAD IV- LT CABLES & CABLE TRAYS 8,21,598.00 53,08,367.00 61,29,965.00

6 SUB HEAD VI- LIGHT FIXTURES AND CEILING FAN 1,90,348.00 57,03,410.00 58,93,758.00

7 SUB HEAD VII- ELEVATOR WORKS 0.00 63,18,272.00 63,18,272.00

8 SUB HEAD VIII- SAFETY EQUIPMENTS 0.00 87,535.00 87,535.00

8A SUB HEAD-VIIIA RISING MAINS SYSTEM 0.00 12,26,562.00 12,26,562.00

EXTERNAL ELECTRICAL WORK -

10 SUB HEAD X - DG SETS AND ALLIED SERVICES 0.00 84,73,341.00 84,73,341.00

11 SUB HEAD XI- EARTHING SYSTEM 2,00,112.00 4,87,406.00 6,87,518.00

12 SUB HEAD XII- LIGHTNING PROTECTION SYSTEM 2,63,402.00 - 2,63,402.00

13 SUB HEAD XIII- INTELLIGENT FIRE ALARM SYSTEM 63,78,015.00 - 63,78,015.00

14 SUB HEAD - XIV : SOLAR PHOTOVOLTAIC POWER PLANT 12,21,200.00 - 12,21,200.00

15 SUB HEAD XV- EXTERNAL LIGHTING - 3,51,792.00 3,51,792.00

16 SUB HEAD XVI- MISCELLANEOUS WORK 1,44,196.00 28,95,272.00 30,39,468.00

17 SUB-HEAD XVII- IP CCTV SYSTEM 0.00 16,62,358.00 16,62,358.00

18 SUB-HEAD XVIII- AUTOMATED BOOM BARRIER & PEDESTRAIN ENTRANCE SYSTEMS 0.00 9,21,640.00 9,21,640.00

19 SUB-HEAD XIX- ACCESS CONTROL SYSTEM 0.00 3,28,803.00 3,28,803.00

Contractor's Signature and Stamp Client's Signature

Digitally and Stamp

MADHYA PRADESH GOVERNMENT, INDIA NBCC INDIA LIMITED

SUMMARY OF COST - HVAC SYSTEM

Sl.No. Description

(DSR) (Non DSR)

1 HIGH SIDE EQUIPMENTS (Chiller, Pumps etc.) - 2,14,70,000.00 2,14,70,000.00

LOW SIDE EQUIPMENTS (AHUs,FCUs, Cassette, Wall

MECHANICAL VENTILATION WORK (Axial fans, Inline

Fans, Propeller fans, Air Scrubber & Air washer unit etc.)

CHILLED WATER PIPING, CONDENSATE DRAIN

PIPING / VALVES etc.

AIR DISTRIBUTION PRODUCTS (DUCTING, GRILLS,

DIFFUSER AND INSULATION etc.)

SUMMARY OF COST - FURNITURE WORK

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2019) (Non DSR) (DSR+NDSR)

1 Section A - Furniture Works - 93,56,565.46 93,56,565.46

2 Section B - Soft Furnishing - 29,91,843.57 29,91,843.57

3 Section C - Window Blinds - 1,71,869.48 1,71,869.48

SUMMARY OF COST -ART WORK

Amount Amount Total Amount

Amount Amount Total Amount

Sl.No. Description

(DSR-2019) (Non DSR) (DSR+NDSR)

Contractor's Signature and Stamp Client's Signature

Digitally and Stamp

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

2.0 EARTH WORK

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well

as 10 Sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well

as 10 Sqm on plan) including getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge

ii 2.7.3 Hard rock (blasting prohibited) Cum 1728.71 1432.95 24,77,157.29 -

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

foundations etc. in layers not exceeding 20cm in depth, consolidating each

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

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

banking excavated or stacked materials.

2.26.2 Ordinary or hard rock -

i Ordinary or Hard rock (from 1.5 to 3.0 m) Cum 144.06 227.40 32,759.08 -

ii Ordinary or Hard rock (from 3.0 to 4.5 m) Cum 4321.78 409.82 17,71,156.01 -

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

ramming, consolidating and dressing complete.

6 16.3 Supplying and stacking at site. -

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above

ground level and removal of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

All the excavated Earth, ordinary & Hard rock is to be disposed off through

8 NS 1 sale by the contractor and the recovery for the same shall be made the -

contractor's bills on the fixed price as per details given below

Supplying chemical emulsion in sealed containers including delivery as

2.34.1 Chlorpyriphos emulsifiable concentrate of 20% Ltr 200.00 234.75 46,950.00 -

Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-

termite treatment (excluding the cost of chemical emulsion) :

Along the external wall below concrete or masonry apron using chemical

2.35.2 emulsion @ 2.25 litres per linear metre including drilling and plugging holes -

2.35.2.1 With Chlorpyriphos E.C. 20% with 1% concentration Metre 172.79 53.45 9,235.36 -

Treatment of soil under existing floors using chemical emulsion @ one litre

per hole, 300 mm apart including drilling 12 mm diameter holes and

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

existing floor:

2.35.3.1 With Chlorpyriphos E.C. 20% with 1% concentration Sqm 1440.59 310.05 4,46,655.86 -

Treatment of existing masonry using chemical emulsion @ one litre per

hole at 300 mm interval including drilling holes at 45 degree and plugging

them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of

2.35.4.1 With Chlorpyriphos E.C. 20% with 1% concentration Metre 47.18 43.00 2,028.53 -

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

EARTH WORK - SUBHEAD TOTAL 86,13,390.17 (47,84,209.35)

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

4.0 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 :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 Cum 210.13 7294.70 15,32,830.02 -

graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying damp-proof course 50mm thick with cement

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

sources : 4 graded stone aggregate 20mm nominal size derived from

natural sources).

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

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

aggregate 20 mm nominal size derived from natural sources) over 75m

thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth

CONCRETE WORKS - SUBHEAD TOTAL 23,01,585.82 -

5.0 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting, propping etc. and removal of

form for all heights:

i 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 581.43 392.15 2,28,007.97 -

Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

iii 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 927.25 - -

iv 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 5332.94 736.40 39,27,180.62 -

v 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2102.88 961.30 20,21,496.62 -

vi 5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 45.00 764.95 34,422.75 -

Extra for additional height in centering, shuttering where ever required

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

decentering at all levels, over a height of 3.5 m, for every additional height

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

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

STEEL REINFORCEMENT - -

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

17 bending, placing in position and binding all complete upto plinth level. & - -

above plinth level

5.22.6 & Thermo-Mechanically Treated bars of grade Fe-500D or more.

DESIGN MIX CONCRETE - -

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

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

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all leads;

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

as per direction of the engineer-in-charge; for the following grades of

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

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

mix is more than 1.10 times of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix or bear the cost

5.33.1 All works upto plinth level - -

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

ii 5.33.2 5.33.2 All works above plinth level upto floor V level - -

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

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

specified cement content therein.

REINFORCED CEMENT CONCRETE - SUBHEAD TOTAL 7,44,29,949.76 -

6.0 MASONARY WORK

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

designation 7.5 in foundation and plinth in:

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

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

21 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all - -

shapes and sizes in :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 8.28 9344.35 77,371.22 -

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

every third course of half brick masonry.

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100

mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum

conforming to IS:2185 (Part 3) in super structure above plinth level up to

floor V level in cement mortar 1:4 (1 cement : 4 coarse

sand). The rate includes providing and placing in position 2 Nos 6 mm dia

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

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry

with 150mm to 300 mm thick with Grade-1 AAC blocks of density 551 to

650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth

24 6.47 level up to floor V level with RCC band at sill level and lintel level with Cum 1093.92 8333.65 91,16,335.89 -

approved block laying polymer modified adhesive mortar all complete as

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

reinforcement shall be made for seperately).

Half brick masonry with non modular fly ash bricks of class designation 10,

25 6.45 conformingio IS :12894, in super structure above plinth and upto floor V - -

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) Sqm 134.81 1132.50 1,52,673.86 -

Brick edging 7cm wide 11.4cm. deep to plinth protection with common

26 6.44 burnt clay F.P.S. (non modular) bricks of class designation 7.5 including Mtr 30.00 59.45 1,783.50 -

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

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

MASONARY WORK - SUBHEAD TOTAL 1,07,82,526.85 -

7.0 STONE WORK

Stone work, plain in copings, cornices, string courses and plinth courses,

upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand)

including pointing with white cement mortar 1:2 (1 white cement : 2 stone

dust) with an admixture of pigment matching the stone shade.

Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3

(1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1

white cement : 2 stone dust) with an admixture of pigment, matching the

stone shade, jali slab without any chamfers etc.

Stone tile work for wall lining upto 10 m height with special adhesive over

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

pointing in white cement with an admixture of pigment to match the stone

7.38.1 8mm thick (mirror polished and machine cut edge)

7.38.1.1 Granite stone of any colour and shade. Sqm 1127.74 3094.55 34,89,835.44 -

STONE WORK - SUBHEAD TOTAL 58,80,779.09 -

8.0 CLADDING WORK

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

premoulded and prepolished, machine cut for kitchen platforms, vanity

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

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

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

mixed with matching pigment, epoxy touch ups, including rubbing, curing,

moulding and polishing of edges to give high gloss finish etc. complete at all

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

Providing edge moulding to 18 mm thick marble stone counters, Vanities

31 8.3 etc., including machine polishing to edge to give high gloss finish etc. - -

complete as per design approved by Engineer-in-Charge.

Extra for fixing marble /granite stone, over and above corresponding basic

32 8.4 item, in facia and drops of width upto 150 mm with epoxy resin based Metre 87.45 568.55 49,720.83 -

adhesive, including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basin/ kitchen

sink in kitchen platform, vanity counter and similar location in

marble/Granite / stone work, including necessary holes for pillar taps etc.

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

Mirror polishing on marble work/Granite work/stone work where ever

required to give high gloss finish complete

Providing and fixing cramps of required size & shape in RCC/ CC / Brick

masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand),

including drilling necessary hole in stones and embedding the cramp in the

hole (fastener to be paid separately).

8.7.2 Stainless steel cramps. Kg 687.77 714.40 4,91,344.50 -

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Providing and fixing stone slab with table rubbed, edges rounded and

polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions

by cutting a chase of appropriate width with chase cutter and embedding

the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size)as

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

8.10.2 Granite Stone of approved shade. Sqm 11.48 4051.85 46,494.98 -

Providing and fixing dry cladding upto 10 metre heights with 30mm thick

gang saw cut stone with (machine cut edges) of uniform colour and size

upto 1mx1m, fixed to structural steel frame work and/ or with the help of

37 8.20 cramps, pins etc. and sealing the joints with approved weather sealant as - -

per Architectural drawing and direction of Engineer-in-charge. (The steel

frame work, stainless steel cramps and pins etc. shall be paid for

8.20.1 Red sand stone - 30 mm thick gang saw cut stone Sqm 1127.74 2902.65 32,73,422.90 -

Providing and fixing structural steel frame (for dry cladding with 30 mm

thick gang saw cut with machine cut edges sand stone) on walls at all

heights using M.S. square/ rectangular tube in the required pattern as per

architectural drawing, including cost of cutting, bending, welding etc. The

frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of

angle iron/ flats etc. which shall be welded to the frame and embedded in

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

graded stone aggregate 20 mm nominal size) of size 300x230x300 mm,

including cost of necessary centring and shuttering and with approved

expansion hold fasteners on CC/RCC surface, including drilling necessary

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

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

primer as approved by Engineerin-charge and painted with two or more

coats of epoxy paint (Shop drawings shall be submitted by the contractor to

the Engineer-in-charge for approval before execution). The frame work shall

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

frame work shall tainless steel cramps shall be paid for separately and

nothing extra shall be paid).

Providing and fixing adjustable stainless steel cramps of approved quality,

required shape and size, adjustable with stainless steel nuts, bolts and

washer (total weight not less than 260 gms), for dry stone cladding fixed on

frame work at suitable location, including making necessary recesses in

stone slab, drilling required holes etc complete as per direction of the

Engineer-in-charge.

CLADDING WORK - SUBHEAD TOTAL 2,43,00,654.21 27,77,659.92

9.0 WOOD & P.V.C. WORK

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

other frames, wrought framed and fixed in position with hold fast lugs or

with dash fasteners of required dia. & length (hold fast lugs or dash fastener

shall be paid for separately).

9.1.1 Second class teak wood Cum 8.63 142949.70 12,33,316.41 -

Providing and fixing panelled or panelled and glazed shutters for doors,

windows and clerestory windows fixing with butt hinges bright finished of

42 9.5 required size with necessary screws, excluding panelling which will be paid

for separately, all complete as per direction of Engineer-in-charge. (Note:-

Butt hinges and necessary screws shall be paid separately)

9.5.1 Second class teak wood

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4

mm wide aperture with matching wood beading

Providing and fixing ISI marked flush door shutters conforming to IS : 2202

(Part I) decorative type, core of block board construction with frame of 1st

class hard wood and well matched teak 3 ply veneering with vertical grains

or cross bands and face veneers on both faces of shutters.

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

Extra for cutting rebate in flush door shutters (Total area of the shutter to

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame

with 10 mm diameter bolts, nuts and wooden plugs and embedding in

cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6

graded stone aggregate 20mm nominal size).

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

HARDWARES FITTINGS

Providing and fixing approved brand and manufacture SS 304 Lever Handle

D-type & Lock Body fixed (Mortise Latch and Deadbolt Lock Key and Knob

47 NS-2 Cylinder as per design approved by Engineer-incharge) with SS screws etc. Each 328.00 0.00 3373.64 - 11,06,552.61

complete in all respects as per manufacturers' specifications & as directed

by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade

Mortice lock with key & knob cylinder fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

Providing and fixing bright finished brass tower bolts (barrel type) with

necessary screws etc. complete :

Providing and fixing approved brand and manufacture SS 304 grade

50 NS-4 wall mounted door buffer fixed with SS screws etc. complete in all respects each 110.00 0.00 494.12 - 54,353.32

as per manufacturers' specifications & as directed by Engineer-in-charge.

Providing and fixing bright finished brass hanging type floor door

stopper with necessary screws, etc. complete.

Providing and fixing aluminium die cast body tubular type universal

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

the body, door weight upto 35 kg and door width upto 700 mm), with

necessary accessories and screws etc. complete.

Providing and fixing fire resistant door frame of section 50 x 60 mm 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

53 9.161 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable metre 149.30 2202.90 3,28,892.97 -

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

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

54 9.162 out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) Sqm 84.21 12017.90 10,12,027.36 -

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).

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

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

complete in all respect as per direction of Engineer-in-charge. The

glass shall be clear, toughened, interlayered, non-wired fire resistant

having 11 mm thickness of approved brand with 120 minutes of fire

resistance both integrity & radiation control (EW120) and minimum 15 min

of insulation (EI15) and having a sound reduction of 37dB and LT of 86%.

Glass shall be compliant to class 2(B)2 category of Impact Resistance as

per EN 12600. The glass should be manufactured in UL & TUV audited

Facility and including UL-EU Certification.The maximum glazing size cannot

be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area.

The test report for the complete system (Glazed Door or Partition)

will be considered valid only if it contains the stamp and signature of the

authorized signatory from the glass manufacturer. (Actual glass size is to be

measured at site for payments).

Providing and fixing panic bar / latch (Double point) fitted with a single

56 9.139 body, Trim Latch & Lock on back side of the Panic Latch of reputed brand each 30.00 8366.15 2,50,984.50 -

and manufacture to be approved by the Engineer- in- charge, all complete.

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3

layer or graded wood particle board medium density grade I, IS : 3087

marked, including top cover of 6 mm commercial ply wood conforming to

IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type ) curtain

rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10

cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x

40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all

Providing and fixing chromium plated brass curatin rod having wall

58 9.46 thickness of 1.25 mm with 2 chromium plated brass brackets fixed with C.P.

brass screws and PVC sleeves etc., wherever necessary complete :

Providing and fixing 40 mm thick fire resistant door shutters with frame

100 x 60 mm 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 40 mm x 35 mm wide and bottom rail of

59 NS-5 110 mm x 40 mm made out of 1.6mm thick G.I. sheet (zinc coating not Sqm 74.03 8950.73 - 6,62,577.54

less than 120gm/m²) 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.

WOOD & P.V.C. WORK - SUBHEAD TOTAL 57,30,398.32 21,21,114.09

10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm

angle iron and 3 mm M.S. gusset plates at the junctions and corners, all

necessary fittings complete, including

applying a priming coat of approved steel primer.

10.5.1 Using M.S. angles 40x40x6 mm for diagonal braces Sqm 29.93 5804.35 1,73,695.17 -

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

61 10.25 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

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480

62 10.27 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade

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

direction of Engineer-in-charge.

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

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

polishing and making curvature (wherever required) and fitting the

same with necessary stainless steel nuts and bolts complete, i/c fixing

the railing with necessary accessories like spigots, glass clamps &

63 10.28 connectors, handrail accessories, standoffs & stainless steel dash fasteners , kg 2381.40 772.40 18,39,393.36 -

stainless steel bolts etc., of required size, on the top of the floor or the

side of waist slab with suitable arrangement as per approval of

Engineer-incharge, (for payment purpose only weight of stainless steel

members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

STEEL WORK - SUBHEAD TOTAL 25,45,381.36 -

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

64 11.3 stone aggregate) finished with a floating coat of neat cement including

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

11.3.1 40mm thick with 20mm nominal size stone aggregate Sqm 826.77 614.20 5,07,802.13 -

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

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

shade of the slab, including rubbing and polishing complete with base of

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

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

specified by the manufacturer) with water absorption less than 0.08% and

conforming to IS:15622, of approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar

1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and matching pigments etc.

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

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

thickness, leveling system and rubber mallet for placing the tiles gently and

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size - -

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: 15622, of approved make, in all colours and

66 11.41 shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), - -

jointing with grey cement slurry @ 3.3kg/Sqm including grouting the

with white cement and matching pigments etc., complete.

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

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

and conforming to IS: 15622, of approved brand & manufacturer, in all

67 11.47 colours and shade, in skirting, riser of steps, laid with cement based high - -

polymer modified quick set tile adhesive (water based) conforming to IS:

15477, in average 6 mm thickness, including grouting of joints (Payment for

grouting of joints to be made separately).

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy

grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of

hardener and 0.20 kg of resin per kg), including filling / grouting and

finishing complete as per direction of Engineer-in-charge

Providing and laying Flamed finish Granite stone flooring in required design

and patterns, in linear as well as curvilinear portions of the building, all

complete as per the architectural drawings, with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse

sand), laid and jointed with cement slurry and pointing with white cement

slurry admixed with pigment of matching shade, including rubbing,

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

Engineer-in-Charge.

Flamed finish Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye

Providing and laying Polished Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building, all

complete as per the architectural drawings, with 18 mm thick stone slab

over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4

coarse sand), laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade, including rubbing,

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

Engineer-in-Charge.

Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or

Supplying and laying of Sports Rubber flooring of thickness 10mm and to be

laid with proper adhesives as per manufacturer guidelines. Each rubber tile

to be of size 500mmX500mm, complete installation as per approval and

direction of engineer-in-charge.

FLOORING - SUBHEAD TOTAL 94,87,800.23 28,187.56

Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a

height of 5 m above floor level over first class kail wood strips 25x6mm with

10 mm gap in between and reinforced with rabbit wire mesh fixed to

wooden frame (frame work to be paid separately) :

Extra for any sunk or raised moldings in the plaster of Paris (Gypsum

anhydrous) ceiling

Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from M.S.

sheets and galvanized with zinc coating of 120 gms/sqm (both side

inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x

1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange of cleat fixed to the angle

hangers of 25x10x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with intermediate

G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to

centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm

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

centre to centre, shall be fixed in a direction perpendicular to G.I.

intermediate channel with connecting clips made out of 2.64 mm dia x 230

mm long G.I. wire at every junction, including fixing perimeter channels

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

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

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

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

including fixing of gypsum board to ceiling section and perimeter channel

with the help of dry wall screws of size 3.5 x 25mm at 230 mm c/c,

including jointing and finishing to a flush finish of tapered and square

edges of the board with recommended jointing compound , jointing

tapes , finishing with jointing compound in 3 layers covering upto 150 mm

on both sides of joint and two coats of primer suitable for board, all as per - -

manufacturer's specification and also including the cost of making

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

perimeter channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge but excluding the cost

of painting with :

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095-

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

Providing and fixing tiled false ceiling of specified materials of size

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

grid of hot dipped galvanized steel sections (galvanized @ 120 grams/

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

spaced joints to get required length and of size 24x38mm made from 0.30

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

"T" of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200

mm long spaced between main "T" at 600 mm center to center to form

a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size

24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at

75 12.52 middle of the 1200x600 mm panel to form grids of 600x600 mm and wall - -

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

in the grid including, required cutting/making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x

25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50mm long dash

fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of

size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T,

bottom exposed width of 24 mm of all T-sections shall be pre-painted with

polyester paint, all complete for all heights as per specifications,

drawings and as directed by Engineer-in-charge.

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size

595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having

12.52.1 galvanizing of 100 gms/sqm (both sides inclusive) and electro statically sqm 124.18 1902.95 2,36,308.23 -

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

factory painted after bending

Providing & fixing false ceiling at all height including providing & fixing of

framework made of special section, power pressed from M.S. sheets

and galvanised with zinc coating of 120 gms/ sqm (both side inclusive)

as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm

thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to

the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of

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

hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running

at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm

thick bottom wedge of 80mm with tapered flanges of 26 mm each having

lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular

to G.I intermediate channel with connecting clip made out of 2.64mm

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

channels 0.50mm thick 27mm high having flanges of 20mm and 30mm

long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl

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

interval, including fixing of Calcium Silicate Board to ceiling section and

perimeter channels with the help of dry wall screws of size 3.5 x25mm at

230mm c/c, including jointing & finishing to a flush finish of tapered and

square edges of the board with recommended jointing compounds,

jointing tapes,finishing with jointing compounds in three layers covering

up to 150mm on both sides of joints and two coats of primer suitable for

boards, all as per manufacture's specification and also including the cost of

making opening for light fittings, grills, diffusers, cut outs made with

frame of perimeter channels suitably fixed, all complete as per drawings,

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

8 mm thick Calcium Silicate Board made with Calcareous & Siliceous

12.59.1 materials reinforced with cellulose fiber manufactured through autoclaving Sqm 171.96 1572.30 2,70,379.47 -

ROOFING - SUBHEAD TOTAL 63,73,140.98 -

13.0 FINISHING

77 13.1 12 mm cement plaster of mix :

78 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : - -

79 13.3 20 mm cement plaster of mix : - -

80 13.16 6 mm cement plaster of mix : - -

81 13.37 White washing with lime to give an even shade : - -

13.37.1 New work (three or more coats) Sqm 3219.18 39.05 1,25,708.79 -

Distempering with oil bound washable distemper of approved brand and

manufacture to give an even shade

New work (two or more coats) over and including priming coat with cement

Applying one coat of water thinnable cement primer of approved brand

and manufacture on wall surface :

13.43.1 Water thinnable cement primer Sqm 9153.37 68.53 6,27,277.34 -

84 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.

85 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : - -

New work (Two or more coat applied @ 1.67 ltr/10 Sqm over and including

priming coat of exterior primer applied @ 2.20 kg/10 Sqm).

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.

87 13.114 Melamine polishing on wood work (one or more coat). - -

FINISHING - SUBHEAD TOTAL 80,08,251.86 -

21.0 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular sections/

appropriate Z sections and other sections of approved make conforming

to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size,

including necessary filling up the gaps at junctions, i.e. at top, bottom and

88 21.1 sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed mechanically

wherever required including cleat angle, Aluminium snap beading for

glazing / paneling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately)

21.1.1 For fixed portion

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Powder coated aluminium (minimum thickness of powder coating 50

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

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (Fittings shall

be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50

Filling the gap in between aluminum frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved

quality as per architectural drawings and direction of Engineer-in-charge

21.8.1 Upto 5mm depth and 5 mm width metre 669.60 96.75 64,783.80 -

Providing and fixing double glazed hermetically sealed glazing in aluminium

windows, ventilators and partition etc. with 6 mm thick clear float glass

both side, having 12 mm air gap, including providing EPDM gasket,

perforated aluminium spacers, desiccants, sealant (Both primary and

secondary sealant) etc. as per specifications, drawings and direction of

Engineer-in-charge complete.

Providing and fixing anodised aluminium grill (anodised transparent or dyed

to required shade according to IS: 1868 with minimum anodic coating of

grade AC 15) of approved design/pattern, with approved standard section

and fixed to the existing window frame with C.P brass/ stainless steel

92 21.17 screws @ 200mm centre to centre, including cutting the grill to proper Kg 1063.80 638.35 6,79,076.73 -

opening size for fixing and operation of handles and fixing approved

anodised aluminium standard section around the opening, all complete as

per requirement and direction of Engineer-in-charge. (Only weight of grill to

be measured for payment).

Providing & Fixing Openable Aluminium Works for Louvered Door,

Ventilators built up of Standard tubulat sectionsof approved make

conforming to IS:733 & IS: 1285 fixing with dash fasteners of required dia

and size, 50mm to 100mm concealed blade size as per drawing, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides with

required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid for separately) :

ALUMINIUM WORK - SUBHEAD TOTAL 42,14,933.55 5,42,562.03

22.0 WATER PROOFING

Providing and laying integral cement based water proofing treatment

94 22.7 including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

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.

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 Engineerin-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 Engineerin-charge to required

slope and treating similarly the adjoining walls upto 300 mm height

including rounding of junctions ofwalls and slabs.

After two days of proper curing applying a second coat of cement slurry

c using 2.75 kg/ sqm of cement admixed with water proofing compound

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

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

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 Engineer-in-charge including

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

finishing the surface with trowel with neat cement slurry and making

pattern of 300x300 mm square 3 mm deep

The whole terrace so finished shall be flooded with water for a minimum

e 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 65

Providing and applying Membrane HDPE-S at 1.2mm thick, post applied

membrane on cured concrete, which bonds to a sound RC Concrete

substrate and also can be mechanically Anchored as required using

Aluminium nails with washer and top HDPE S can be wielded / patched

using sealed tape as patch. The Membrane HDPE-S, Self-Adhesive

membrane shall be supplied with one self-adhesive selvedge to provide the

overlap of previous sheet 75mm along the adhesive selvedge and along

with a comprehensive range of auxiliary products to simplify the application

95 NS-8 process. Membrane HDPE-S a self-Adhesive membrane Comply with British Sqm 1935.88 0.00 359.91 - 6,96,745.11

Standard 8102 2009 - Code of practice for “Protection of Structures Against

Water from the Ground” to provide basement waterproofing protection to

grades 1, 2 and 3. Membrane HDPE-S Membrane having Hydrostatic head

resistance more than 70m head of water (ASTM E 154), Tensile Strength

(ASTM D 412) – 17Mpa, & Breaking elongation @HDPE backing > 400%

(ASTM E 154) and Water migration 0 - 7 MPa (no migration), complete as

per manufactures specification. Measurements shall be considered as Wall

Providing and Placing in position suitable PVC water stops conforming

to IS:12200 for construction/ expansion joints between two RCC

members and fixed to the reinforcement with binding wire before

pouring concrete etc. complete :

22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). Mtr 422.30 267.90 1,13,135.24 -

Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry mixed with water proofing

cement compound consisting of applying : a) First layer of slurry of

cement @ 0.488 kg/sqm mixed with water proofing cement compound

@ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. 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 fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20

mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial

emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20

mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand)

and grouting the joints with mix of white cement & marble powder in ratio

of 1:1, including rubbing and polishing of the surface upto 3 cuts

complete, including providing skirting upto 150 mm height along the

parapet walls in the same manner.

99 22.14 Grading roof for water proofing treatment with

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

aggregate 20 mm nominal size)

Making khurras 45x45 cm with average minimum thickness of 5 cm cement

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

20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished

with 12 mm cement plaster 1:3 (1cement : 3 coarse sand) and a coat of

neat cement, rounding the edges and making and finishing the outlet

BOQ - Madhyanchal Bhawan - Civil Work

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - CIVIL WORKS

DSR Rate DSR Rate Amount Amount

S.No. Description of Work Unit Qty.

Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2

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

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

WATER PROOFING - SUBHEAD TOTAL 54,19,184.32 6,96,745.11

MISCELLANEOUS WORK

Providing & Fixing Toughened Glass Partition upto height 2100 mm for

shower area of length as shown in diagram in Toilets or other areas as

indicated comprising of 12mm thk glass with ss patch fittings and necessary

supports. (Master & Guest Toilet only)

Providing and fixing Rubberised reflective corner guard in basement to

protect from Vehicular damage made of Modified Thermoplastics (Polymer

103 NS-10 Rubberized) size 1200 x 75 x 75 x 10 mm in black color with white or yellow Nos 136.00 0.00 436.05 - 59,302.37

Reflective tape/ sticker complete including fixing with 2" long SS screws

with fasteners as per Engineer Incharge.

Providing and fixing PVC Humps in basement to control vehicular speeds

made of Modifiied Thermoplastics size 350 X 250 X 50 mm in black/yellow

color with 2 reflectors on each complete including fixing with 2" long SS

screws with fasteners as per Engineer Incharge.

Providing and Fixing of Flocked Fabric rolls panelling having a density of 70

mnfibres of nylons 6.6 per sqm firmly anchored into a waterproof backing

and having an average recycled content of 20%. The carpet must inhibit the

growth of Bacteria and Fungi. The Fabric must be Zero Emission fabric

(Emission below detection limit after 28 days in accordance to ISO 16000-9

105 NS-12 requirements). Fire Test EN-13501, Appearance Retention Hexapod ISO 140- Sqm 74.11 0.00 10049.84 - 7,44,753.56

8, Friction Slip resistance Test EN 14041 Class DS, Sanitized anti- microbial

treatment with resilient water proof backing. The fabric should be anti

stactic and thickness shall be 4.3 mm with approximate weight of 1.8 kg/

sqm. The rate shall be inclusive of fixing at site as per the drawings and

direction of Engineer in charge complete in all respect.

107 NS-13 Way finding Signs

Directory Signage

Design, Composition, Supply & Installation of (A) Digitally printed vinyl (3M

1220 Series) on HP Latex Printer pasted reverse side on 6mm thick Acrylic

i A Hanging with SS Chain (Approx. 2ft. ) Sqm 6.26 0.00 6229.24 - 39,010.62

ii B Mounted on wall with 1in. SS Mirror Screw Sqm 34.31 0.00 4844.96 - 1,66,242.86

MISCELLANEOUS WORK - SUBHEAD TOTAL - 16,06,045.96

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

2.0 EARTH WORK

Earth work in excavation by mechanical means (Hydraulic

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

108 2.6 depth, 1.5 m in width as well as 10 Sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

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

Supplying chemical emulsion in sealed containers including

delivery as specified.

2.34.1 Chlorpyriphos emulsifiable concentrate of 20% Ltr 200.00 234.75 46950.00 0.00

Diluting and injecting chemical emulsion for POST

110 2.35 CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

Along the external wall below concrete or masonry apron

2.35.2 using chemical emulsion @ 2.25 litres per linear metre

including drilling and plugging holes etc.:

2.35.2.1 With Chlorpyriphos E.C. 20% with 1% concentration Metre 30.00 53.45 1603.50 0.00

EARTH WORK - SUBHEAD TOTAL ₹ 52,483.35 ₹-

4.0 CONCRETE WORKS

Providing and laying in position cement concrete of

111 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

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

4.1.8 natural sources : 8 graded stone aggregate 40 mm nominal Cum 3.06 6812.00 20844.72 0.00

size derived from natural sources)

Providing and laying damp-proof course 50mm thick with

112 4.11 concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived Sqm 9.00 495.75 4461.75 0.00

from natural sources : 4 graded stone aggregate 20mm

nominal size derived from natural sources).

Providing & applying a coat of residual petroleum bitumen

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

113 4.13 square metre on damp proof course after cleaning the Sqm 9.00 146.15 1315.35 0.00

surface with brushes and finally with a piece of cloth lightly

soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete

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

natural sources : 6 graded stone aggregate 20 mm nominal

size derived from natural sources) over 75m thick bed of dry

brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including

necessary excavation, levelling & dressing & finishing the

CONCRETE WORKS - SUBHEAD TOTAL ₹ 43,481.07 ₹-

5.0 REINFORCED CEMENT CONCRETE

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

Centering and shuttering including strutting, propping etc.

and removal of form for all heights:

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

Lintels, beams, plinth beams, girders, bressumers and

iii 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 15.30 961.30 14707.89 0.00

STEEL REINFORCEMENT 0.00

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

116 5.22 cutting, bending, placing in position and binding all 0.00

complete upto plinth level.

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

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

117 5.22A cutting, bending, placing in position and binding all 0.00

complete above plinth level.

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

DESIGN MIX CONCRETE 0.00

Providing and laying in position ready mixed or site batched

design mix cement concrete for reinforced cement concrete

work; using coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and

workability without impairing strength; including pumping

of concrete to site of laying, curing, carriage for all leads;

but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge;

for the following grades of concrete.

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

cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 1.10

times of the specified minimum cement content, the 0.00

contractor shall have discretion to either re-design the mix

or bear the cost of extra

5.33.1 All works upto plinth level 0.00

Concrete of M25 grade with minimum cement content of

5.33.2 5.33.2 All works above plinth level upto floor V level 0.00

Concrete of M25 grade with minimum cement content of

REINFORCED CEMENT CONCRETE - SUBHEAD TOTAL ₹ 5,31,118.40 ₹-

8.0 CLADDING WORK

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias and

similar locations of required size, approved shade, colour

119 8.2 and texture laid over 20 mm thick base cement mortar 1:4

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

cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing of edges

to give high gloss finish etc. complete at all levels

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

Providing edge moulding to 18 mm thick marble stone

counters, Vanities etc., including machine polishing to edge

to give high gloss finish etc. complete as per design

approved by Engineer-in-Charge.

CLADDING WORK - SUBHEAD TOTAL ₹ 88,622.70 ₹-

10.0 STEEL WORK

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

STEEL WORK - SUBHEAD TOTAL ₹ 73,323.59 ₹-

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry

122 11.26 mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of

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

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

FLOORING - SUBHEAD TOTAL ₹- ₹-

13.0 FINISHING

122 13.1 12 mm cement plaster of mix :

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

brick wall of mix :

124 13.37 White washing with lime to give an even shade : 0.00

13.37.1 New work (three or more coats) Sqm 66.00 39.05 2577.30 0.00

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

Finishing walls with textured exterior paint of required

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

13.45.1 over and including priming coat of exterior primer applied Sqm 36.00 223.60 8049.60 0.00

@2.20kg/10 Sqm.

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 70.80 155.90 11038.19 0.00

FINISHING - SUBHEAD TOTAL ₹ 48,539.09 ₹-

16.0 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 earthwith lead upto 50 metres.

128 16.3 Supplying and stacking at site. 0.00

i 16.3.1 90 mm to 45 mm size stone aggregate Cum 178.20 2098.40 373934.88 0.00

ii 16.3.2 63 mm to 45 mm size stone aggregate Cum 178.20 1636.05 291544.11 0.00

iii 16.3.3 53 mm to 22.4 mm size stone aggregate Cum 178.20 1842.30 328297.86 0.00

iv 16.3.6 Stone screening 13.2 mm nominal size (Type A) Cum 89.10 2034.35 181260.59 0.00

v 16.3.7 Stone screening 11.2 mm nominal size (Type B) Cum 89.10 2247.75 200274.53 0.00

Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform thickness,

hand picking, rolling with 3 wheeled road/vibratory roller 8-

129 16.4 10 tonne capacity in stages to proper grade and camber, Cum 534.60 1046.95 559699.47 0.00

applying and brooming requisite type of screening / binding

material to fill up interstices of coarse aggregate, watering

and compacting to the required density .

Providing and laying design mix cement concrete of M-30

grade, in C398 roads/ taxi tracks/ runways, using cement

content as per design mix, using coarse sand and graded

stone aggregate of 40 mm nominal size in appropriate

proportions as per approved & specified design criteria,

providing dowel bars with sleeve/ tie bars wherever

required, laying at site, spreading and compacting

mechanically by using needle and surface vibrators, levelling

130 16.43 to required slope/ camber, finishing with required texture, 0.00

including steel form work with sturdy M.S. channel sections,

curing, making provision for contraction/ expansion,

construction & longitudinal joints (10 mm wide x 50 mm

deep) by groove cutting machine, providing and filling joints

with approved joint filler and sealants, complete all as per

direction of Engineer-in-charge (Item of joint fillers,

sealants, dowel bars with sleeve/ tie bars to be paid

Note:- Cement content considered in M-30 is @ 340

kg/cum. Excess/ less cement used as per design mix is 0.00

payable/ recoverable separately.

16.43.1 Cement concrete prepared with batch mixing machine Cum 267.30 10529.35 2814495.26 0.00

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

Providing and fixing pre-moulded joint filler in expansion

joints of RCC roads / CC pavements after making the joints

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

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

fillers shall be made of bitumen hot sealing compound

impregnated fibre board having impregnation more than

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

hot sealing bitumen compound gradeA.)

Providing and applying 2.5 mm thick road marking strips

(retroreflective) of specified shade/ colour using hot

thermoplastic material by fully/ semi automatic

thermoplastic paint applicator machine fitted with profile

shoe, glass beads dispenser, propane tank heater and

profile shoe heater, driven by experienced operator on road

surface including cost of material, labour, T&P, cleaning the

road surface of all dirt, seals, oil, grease and foreign material

etc. complete as per direction of Engineer-in-charge and

accordance with applicable specifications

Providing and laying 60mm thick faciory made cement

concrete interlocking paver block of M -30 grade made by

block making machine with strong vibratory compaction, of

133 16.68 approved size, design & shape, laid in required colour and Sqm 356.40 972.00 346420.80 0.00

pattern over and including 50mm thick compacted bed of

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

as per the direction of Engineer-in-charge.

Providing and laying at or near ground level factory made

kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement

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

joints with or without grooves (thickness of joints except at

sharp curve shall not to more than 5mm), including making

drainage opening wherever required complete etc. as per

direction of Engineer-in-charge (length of finished kerb

edging shall be measured for payment). (Precast C.C. kerb

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

Providing and laying C.C. pavement of mix M-25 with ready

mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board

135 16.75 vibrator , vacuum dewatering process and finally finished by Cum 222.75 9823.80 2188251.45 0.00

floating, brooming with wire brush etc. complete as per

specifications and directions of Engineer-incharge. (The

panel shuttering work shall be paid for separately).

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

136 5.22 cutting, bending, placing in position and binding all 0.00

complete upto plinth level.

5.22.1 Mild steel and Medium Tensile steel bars Kg 672.00 107.10 71971.20 0.00

BOQ - Madhyanchal - External Development

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate Amount Amount

S.No. Description of Work Unit Qty.

2023 (DSR-2023) (NS) DSR NS

Providing and Placing in position of 32mm dia. uPVC pipe

sleeves with end cap of length 250 mm for 28mm

M.S.Dowel Bar at Road CC work and fixed to the

137 NS-14 reinforcement with binding wire before pouring concrete Each 280.00 107.97 0.00 30232.58

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

( Note: Payment for MS rod shall be done under relevant

Providing Saucer drain of size 600x400x100mm with

required slope to match the connecting drain, bedding

concrete with 1:2:4, finishing the joints properly, complete

ROAD WORKS - SUBHEAD TOTAL ₹ 89,75,328.73 ₹ 2,17,296.68

BOQ - Madhyanchal - Hortriculture

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

DSR Rate Rate i/c GST Rate Amount Amount

S.No. Description of Work Unit Qty.

2.0 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 leveling within a lead of 50 m and making up the

trenched area to proper levels by filling with earth or earth

mixed with sludge or/and manure before and after flooding

trench with water (excluding cost of imported earth, sludge

Supplying and stacking of good earth at site including

2 2.2 royalty and carriage up to 5 km (earth measured in stacks Cum 53.46 515.60 548.24 29308.78 0.00

will be reduced by 20% for payment).

Supplying and stacking at site dump manure from approved

3 2.4 source, including carriage up to 5 km (manure measured in

stacks will be reduced by 8% for payment) :

i 2.4.1 Screened through sieve of I.S. designation 20 mm Cum 26.73 254.15 270.24 7223.45 0.00

ii 2.4.2 Screened through sieve of I.S. designation 16 mm Cum 26.73 290.70 309.10 8262.28 0.00

iii 2.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 26.73 319.90 340.15 9092.20 0.00

4 2.7 Fine dressing of the ground Sqm 89.10 3.70 3.93 350.54 0.00

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

required thickness as per direction of Officer-in-charge

(Cost of sludge, dump manure and / or good earth to be

paid separately).

Mixing earth and sludge or manure in the required

6 2.9 proportion specified or directed by the Officer-in- Cum 26.73 36.55 38.86 1038.82 0.00

Grassing with selection No. 1 grass including watering and

maintenance of the lawn for 60 days or more till the grass

7 2.1 forms a thick lawn, free from weeds and fit for mowing

including supplying good earth, if needed (the grass and

earth shall be paid for separately)

2.10.1 In rows 5 cm apart in both directions Sqm 89.10 17.70 18.82 1676.90 0.00

Providing and stacking of Cassia javanica of height 120-150

8 7.18 cm. in big poly bags of size 25 cm as per direction of the Each 10.00 85.00 90.38 903.81

officer-in-charge

Providing and stacking of Ceiba pentandra of height 150-

9 7.20 165 cm. in big poly bags of size 25 cm as per direction of Each 5.00 65.00 69.11 345.57

the officer-in-charge

Providing and stacking of Delonix regia (Gulmohar) of

10 7.24 height 150-165 cm. in big poly bags of size 25 cm as per Each 10.00 60.00 63.80 637.98

direction of the officer-in-charge.v

Providing and stacking of Fishtail palm of ht. 210-240 cm

11 7.4 bottom girth 25- 30 cm well developed in big size HDPE Each 10.00 300.00 318.99 3189.90

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

Providing and stacking of Foxtail palm of ht. 180-210 cm

12 7.43 bottom girth 25- 30 cm well developed in big size HDPE Each 10.00 480.00 510.38 5103.84

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

HORTICULTURE & LANDSCAPING - SUBHEAD TOTAL ₹ 72,317.53 ₹-

BOQ - Madhyanchal - Dismantling Rebarring Works

BILL OF QUANTITIES

DISMANTLING AND REBARRING

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

C. DISMANTLING AND REBARRING

DISMANTLING AND DEMOLISHING

Actual work of Dismantling and demolition to be taken care of as per the site condition and approval.

Demolishing cement concrete manually/ by mechanical

151 15.2 means including disposal of material within 50 metres

lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent

Nominal concrete 1:4:8 or leaner mix (i/c equivalent

Demolishing R.C.C. work manually/ by mechanical

means including stacking of steel bars and disposal of

unserviceable material within 50 metres lead as per

direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by

mechanical means in R.C.C. or R.B. work (Payment shall

be made on the cross sectional area of R.C.C. or R.B.

work) as per direction of Engineer in-charge.

Extra for scrapping, cleaning and straightening

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

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material and

disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge..

Removing mortar from bricks and cleaning bricks

155.0 15.8 including stacking within a lead of 50 m (stacks of 0.00 0.00

cleaned bricks shall be measured):

15.8.3 From brick work in cement mortar 20.00 6700.80 134016.00 0.00

Demolishing stone rubble masonry manually/ by

mechanical means including stacking of serviceable

material and disposal of unserviceable material within

50 metres lead as per direction of Engineer-in-charge :

Taking out doors, windows and clerestory window

157.0 15.13 shutters (steel or wood) including stacking within 50 0.00 0.00

BOQ - Madhyanchal - Dismantling Rebarring Works

BILL OF QUANTITIES

DISMANTLING AND REBARRING

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

i 15.13.1 Of area 3 sq. metres and below Each 10.00 143.50 1435.00 0.00

ii 15.13.2 Of area beyond 3 sq. metres Each 1.00 188.90 188.90 0.00

Dismantling wood work in frames, trusses, purlins and

158.0 15.14 rafters up to 10 metres span and 5 metres height 0.00 0.00

including stacking the material within 50 metres lead :

i 15.14.1 Of sectional area 40 square centimetres and above. Cum 5.00 4459.10 22295.50 0.00

ii 15.14.2 Of sectional area below 40 square centimetres. Rmt 300.00 17.85 5355.00 0.00

Dismantling steel work in single sections including

dismembering and stacking within 50 metres lead in:

15.17.2 Channels, angles, tees and flats Kg 2000.00 2.30 4600.00 0.00

Dismantling tile work in floors and roofs laid in cement

160.0 15.23 mortar including stacking material within 50 metres 0.00 0.00

i 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 800.00 73.40 58720.00 0.00

ii 15.23.2 For thickness of tiles above 25 mm and up to 40 mm Sqm 400.00 113.35 45340.00 0.00

Demolishing dry brick pitching in floors, drains etc.

161.0 15.24 including stacking serviceable material and disposal of Cum 20.00 1317.65 26353.00 0.00

unserviceable material within 50 metres lead :

Dismantling stone slab flooring laid in cement mortar

162.0 15.25 including stacking of serviceable material and disposal Sqm 850.00 266.45 226482.50 0.00

of unserviceable material within 50 metres lead

Dismantling and stacking within 50 metres lead,

163.0 15.34 fencing posts or struts including all earth work and 0.00 0.00

dismantling of concrete etc. in base of:

Dismantling barbed wire or flexible wire rope in fencing

164.0 15.36 including making rolls and stacking within 50 metres Kg 237.80 36.80 8751.04 0.00

Dismantling C.I. or asbestos rain water pipe with

165.0 15.42 fittings and clamps including stacking the material 0.00 0.00

within 50 metres lead :

BOQ - Madhyanchal - Dismantling Rebarring Works

BILL OF QUANTITIES

DISMANTLING AND REBARRING

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Dismantling G.I. pipes (external work) including

excavation and refilling trenches after taking out the

166.0 15.44 pipes, manually/ by mechanical means including 0.00 0.00

stacking of pipes within 50 metres lead as per direction

of Engineer-in-charge :

ii 15.44.2 Above 40 mm nominal bore Rmt 5.00 161.40 807.00 0.00

Dismantling C.I. pipes including excavation and refilling

trenches after taking out the pipes, manually/ by

mechanical means breaking lead caulked joints,

melting of lead and making into blocks including

stacking of pipes & lead at site within 50 metre lead as

per direction of Engineer-in-charge:

Taking out C.I. cover with frame from R.C.C. top slab of

manholes of various sizes including demolishing of

R.C.C. work manually/ by mechanical means and

stacking of useful materials near the site and disposal

of unserviceable materials within 50 metres lead as per

direction of Engineer-in-charge.

Taking out C.I. cover with frame from R.C.C. top slab of

inspection chambers of various sizes including

demolishing of R.C.C. work manually/ by mechanical

means and stacking of useful materials near the site

and disposal of unserviceable materials within 50

metres lead as per direction of Engineer-in-charge.

Dismantling of road gully chamber of various sizes

including C.I. grating with frame including stacking of

170.0 15.51 useful materials near the site and disposal of Each 2.00 958.75 1917.50 0.00

unserviceable materials within 50metres lead including

refilling the excavated gap.

Dismantling old plaster or skirting raking out joints and

171.0 15.56 cleaning the surface for plaster including disposal of Sqm 200.00 54.65 10930.00 0.00

rubbish to the dumping ground within 50 metres lead.

Dismantling aluminium/ Gypsum partitions, doors,

windows, fixed glazing and false ceiling including

172.0 15.57 disposal of unserviceable surplus material and stacking Sqm 25.00 56.35 1408.75 0.00

of serviceable material with in 50 meters lead as

directed by Engineer-in-charge.

BOQ - Madhyanchal - Dismantling Rebarring Works

BILL OF QUANTITIES

DISMANTLING AND REBARRING

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Demolishing R.C.C. work by mechanical means and

stockpiling at designated locations and disposal of

173.0 15.58 dismantled materials up to a lead of 1 kilometre, Cum 50.00 2818.90 140945.00 0.00

stacking serviceable and unserviceable material

separately including cutting reinforcement bars.

Dismantling of flexible pavement (bituminous courses)

by mechanical means and disposal of dismantled

material up to a lead of 1 kilometre, as per direction of

Engineer-in-charge.

Disposal of building rubbish / malba / similar

unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting,

unloading to approved municipal dumping ground or

as approved by Engineer-in-charge, beyond 50 m initial

lead, for all leads including all lifts involved.

Total Carried Over to Summary ₹ 32,85,673.99 ₹-

Post Installation of Rebars with HILTI RE-500V3 Chemical

Providing and supplying heavy duty HIT-RE500V3 with

Rebar with a pre-defined ratio (3:1) of resin and

hardener in a soft foil pack of 330ml, 500ml. The

product should be approved by ETA, ICC, CSTB, COLA,

BZS with Shock approval, Seismic approval in Anchors

and Rebars to use in cracked/un-cracked concrete,

tested for service temperature of -40deg C to +80 deg

C. Application to be designed separately for Rebares as

Simply Supported Moment or Splice as per EC2/TR23

or relevant tested and accepted rebar guidelines. LEED

certified injection adhesive for rebar fixing in wet/dry

flooded holes conditions for diameters. The chemical

should have service life of more than 50 years and is to

be tested for water tightness.

BOQ - Madhyanchal - Dismantling Rebarring Works

BILL OF QUANTITIES

DISMANTLING AND REBARRING

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Drilling hole with double flute type drill bits/hollow drill

bits to the required depth by rotary hammer drill,

cleaning with brush and jet of clean air, filling resin and

hardener using serrated nozzle to eliminate mixing

error with standard HDE A22 battery dispenser along

with piston plug and extension hose for longer depths

to ensure no air bubbles are in the hole and then fixing

the re-bar, conducting occasional site inspection,

executing work by trained personnel and occasional

supervision from the manufacturer’s representative in

India. The installation and the setting instructions

should be strictly followed as per the manufacturer’s

recommendations. RE 500 V3 for rebar application

must have approval for Seismic, Fatigue and Fire.

(Required pull out test to be performed as per the

direction of engineer-in-charge without any extra cost)

i a Drilling hole with double flute type drill bits/hollow drill Nos 500 192.41 0.00 96207.16

ii b 10mm dia rebar at 200mm depth Nos 500 285.85 0.00 142926.47

iii c 12mm dia rebar at 240mm depth Nos 1000 404.21 0.00 404208.50

iv d 16mm dia rebar at 320mm depth Nos 1000 653.38 0.00 653378.13

v e 20mm dia rebar at 400mm depth Nos 100 1338.59 0.00 133859.46

vi f 25mm dia rebar at 500mm depth Nos 50 3073.09 0.00 153654.60

vii g 32mm dia rebar at 640mm depth Nos 20 4282.53 0.00 85650.67

Total Carried Over to Summary ₹- ₹ 16,69,885.00

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

A) SANITARY FIXTURE & FITTINGS

Providing and fixing water closet squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

1 17.1 device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

floors wherever required :

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm

with integral type foot rests Each 1 6,767.40 6,767.40 -

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

pillar taps,32 mm PTMT waste of standard pattern, including painting

2 17.7 B of fittings and brackets, cutting and making good the walls

wherever require : White Vitreous China Wash basin size 550x400 mm

with single PTMT pillar cock.

Providing and Fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per

IS: 13983 with CI brackets and stainless steel waste with plug 40mm

3 17.10.1 including painting of fittings and brackets, cutting and making good

the walls wherever required.

Kitchen sink with drain board 510x1040 mm bowl depth 200mm.

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1

metre long with S.S. triangular plate to Eureopean type W.C. of

4 17.16A quality and make as approved by Engineer - in - charge.

Providing and fixing CP Brass 32mm size Bottle Trap of approved

5 17.22A quality & make and as per the direction of Engineerin- charge.

Providing and fixing mirror of superior glass (of approved quality)

and of required shape and size with plastic moulded frame of

6 17.32 approved make and shade with 6 mm thick hard board backing

17.32.4 Rectangular shape 1500x450 m Each 1 2,093.00 2,093.00 -

7 17.34 Providing and fixing toilet paper holder . - -

Providing and Fixing PTMT liquid soap container 109mm wide,

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

8 17.71 bracket of the same materials with snap fittings of approved quality

colour and make, weighing not less that 105gms

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,

200 mm wide with minimum distances of 37 mm from wall face with

9 17.72 concealed fittings arrangement of approved quality and colour,

weighing not less than 88 gms. Each 61 231.95 14,148.95 -

Providing and fixing white vitreous china extended wall mounting

water closet of size 780x370x690 mm of approved shape including

providing & fixing white vitreous china cistern with dual flush fitting,

10 17.78 of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres),

including seat cover, and cistern fittings, nuts, bolts and gasket etc

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

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

11 17.80 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 stone slab with table rubbed, edges rounded

and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal

partitions by cutting a chase of appropriate width with chase cutter

and embedding the stone in the chase with epoxy grout or with

12 8.10 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 6 mm nominal size) as per direction of Engineer-in-

charge and finished smooth.

8.10.1 White Agaria Marble Stone Sqm 26 3,500.45 91,011.70 -

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No. 2023 NS DSR NS

Providing and fixing uplasticised PVC connection pipe with brass

18.21.2 45 cm length - -

15 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

14 18.48 locking arrangement and making necessary holes for inlet, outlet

and overflow pipes but without fittings and the base support for

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

conforming to IS:8931 : - -

18.49.1 15 mm nominal bore Each 1 506.80 506.80 -

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

16 18.50 quality conforming to IS standards and weighing not less than 810

18.50.1 15 mm nominal bore Each 4 820.70 3,282.80 -

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

geyser points of approved quality conforming to IS:8931 - -

18 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

Providing and fixing C.P. brass stop cock (concealed) of standard

19 18.52 design and of approved make conforming to IS:8931.

18.52.1 15 mm nominal bore Each 1 670.45 670.45 -

Providing and fixing PTMT soap Dish Holder aving length of 138mm,

20 18.65 breadth 102mm, height of 5mm with concealed fitting

arrangements, weighing not less than 106 gms. Each 41 111.45 4,569.45 -

Providing and fixing PTMT towel rail complete with brackets fixed to

21 17.73 wooden cleats with CP brass screws with concealed fittings

arrangement of approved quality and colour. -

600 mm long towel rail with total length of 645 mm, width 78 mm

and effective height of 88 mm, weighing not less than 190 gms

Providing & fixing chrome plated brass battery based infrared sensor

operated pillar cock, having foam flow technology. -

Supplying, Installation, Testing and Commissioning of Cruse set

including EWC (European type water closet) size 710 X 370X 810mm

with cistern, soft close seat cover, flush fittings, wash basin( 510 x

400mm ), lever arm faucet for ease of operation, 2 nos. wall

23 MR-1 mounted grab bar, 1 no. wall mounted hinged hand rail fixed to

wall with brackets including cutting and making good the wall and

floors as required. . (IN SPECIAL NEEDS RANGE)(Divyang Toilet) Make-

CERA (Cruse set)

Providing and fixing C.P. cast brass twin coat hooks fixed wooden

24 MR-2 cleats with C.P. brass screws etc complete as per directions of

Engineer-Incharge. Each 54 623.00 - 33,642.00

Providing and fixing Automatic Hand Dryer 235 x 205 x 265 mm

(stainless steel) with wooden cleats and C.P. brass screws including

25 MR-3 cutting and making good the wall wherever required complete as

per directions of Engineer-Incharge.

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing and fixing 15mm C.P brass mixer fitting for kitchen sink with

swivel spout with connecting legs and wall flange including cutting

and making good the walls wherever required complete as per

directions of Engineer-Incharge Each 10 5,329.00 - 53,290.00

Providing and fixing pressurized electric water heater confirming to

IS Code with copper sheet container with suitable length of

27 MR-5 electrical cable and 15 amp 3 pin plug top, complete in all

respect.( 15 Ltr.capacity)

Providing and fixing Water cooler 80 Ltr made of pure Stainless steel

body, without rusting , without corrosion. including externallly

mounted thermostat to make it easy to set water temperature, wth

extra large SS wate tray prevent spalashing and ensures fast

28 MR-6 drainage of water , aoto cut facilitie , over load compressor

protection, electricl supply internal wiring etc. complete as per

directions of Engineer-Incharge

Supplying, Installation, Testing and Commissioning white vitreous

china wall mounting water closet rimless of approved shape

29 MR-6A including seat cover, and fittings, nuts, bolts and gasket etc

complete including cutting and making good the wall wherever

required.(For VIP Toilet) Each 8 17,303.00 - 1,38,424.00

Supplying, Installation, Testing and Commissioning of twin flush

concealed cistern with knob and frame and fittings, nuts, bolts and

30 MR-6B gasket etc complete including cutting and making good the wall

wherever required. (For VIP Toilet) Each 8 7,614.00 - 60,912.00

Supplying, Installation, Testing and Commissioning white vitreous

Under-counter wash basin with C.I. brackets with waste of standard

pattern with waste fitting, including painting of fittings and brackets,

31 MR-6C cutting and making good the walls wherever require : White

Vitreous China Wash basin size 480x300 mm.

Supplying, Installation, Testing and Commissioning 5mm thick glass

32 MR-6D mirror including cutting and making good the wall wherever

Providing, fixing, Testing and Commissioning of overhead shower of

33 MR-6E required dia and shower arm complete and making good the walls

/ floors wherever required complete. Each 41 2,561.00 - 1,05,001.00

Providing, fixing, Testing and Commissioning of Wall mixer with bend

pipe for overhead shower withbuilt-in non return valve and making

34 MR-6F good the walls / floors wherever required complete.

Supplying , installation, testing and commissioning basin mixer

cutting and making good the wall wherever required. Each 28 5,053.00 - 1,41,484.00

Providing, fixing, Testing and Commissioning automatic Aerosol

Dispenser with wooden cleats and C.P. brass screws including

36 MR-6H cutting and making good the wall wherever required. Make-

Total Carried Over to Summary ₹ 17,67,982.60 ₹ 18,20,590.00

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No. 2023 NS DSR NS

B) SOIL, WASTE & VENT

1 17.35 Providing & fixing soil ,waste & vent pipe - -

Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

1.1.1 MR-7 and outside IS:15905

17.35.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

1.2.1 and outside IS:15905

1.3 17.35.2 75 mm diameter - -

17.35.2. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

1.3.1 and outside IS:15905

Providing and bend of required degree with access door, insertion

2 17.38 rubber washer 3mm thick , bolt and nut complete - -

17.38.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

3 17.39 Providing and fixing plain bend required degree - -

17.39.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

4 17.39 Providing and fixing plain bend required degree - -

17.39.2. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

5 17.42 Providing and fixing double equal plain junction of required degree

17.42.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

17.42.2. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

3 and outside IS:15905 Each 5 418.95 2,094.75 -

6 17.44 Providing and fixing single equial plain junction of required degree

17.44.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

17.44.2. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

Providing and fixing shielded coupling for hubless centrifugally cast

iron pipe - -

7.1.1 MR-8 SS- 304 grade coupling with EPDM rubber gasket Each 55 900.00 - 49,500.00

17.57A. SS- 304 grade coupling with EPDM rubber gasket

17.57A. SS- 304 grade coupling with EPDM rubber gasket

Providing and fixing single unequial plain junction of required

Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

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No. 2023 NS DSR NS

Providing and Fixing GI pipes complete with GI fittings and

9 18.10 clamps, including cutting and making good walls etc. (internal

9.1 18.10.4 32mm dia nominal bore Meter 109 667.00 72,703.00 -

9.2 18.10.5 40mm dia nominal bore Meter 53 811.90 43,030.70 -

providing and Fixing trap of self cleansing design with screw down

10 17.60 or hing grating with or without arm complete including cost of

cutting and making good walls and floors

10.1 17.60.1 100 mm dia inlet and 100mm dia outlet - -

17.60.1. Hubless Centrifugally cast (Spun) iron pipes epoxy coated inside

Providing and fixing cast bronze cleanout plug brass screws, male

11 MR-10 threaded joint with G.I socket coupled to CI hubless pipe including

jointing etc. complete in all respects. - -

Providing and fixing G.I. Inlet fitting with maximum 3 inlets 32, 40 0r

50 mm size fabricated from 100 mm dia G.I. Pipes (Medium

12 MR-11 class)and welded G.I. Sockets, fixed to C.I. Trap with lead caulked

joint and set in cement concrete as per standard drawing etc.

complete in all respect. Each 84 2,561.00 - 2,15,124.00

Providing and fixing SS grating of approved quality and colour.

13 MR-12 Circular type 125 mm nominal dia with 25 mm waste hole.

Total Carried Over to Summary ₹ 21,62,218.25 ₹ 17,81,029.00

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing and fixing on wall face unplasticised Rigid PVC rain water

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

1 12.41 ring conforming to IS : 5382, leaving 10 mm gap for thermal

expansion, (i) Single socketed pipes..(For Rain Water). - -

Making Khurra 45 x 45 cm with average minimum thickness of 5 cm

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

aggregate of 20 mm nominal size) over P.V.C sheet 1m x 1m x 400

2 12.22 microm, finished with 12 mm cement plaster 1:3 ( 1 cement : 3

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

making and finishing the outlet complete.

Providing and fixing MS grating with frame for rain water pipe

complete in all respect. Each 7 623.00 - 4,361.00

Total Carried Over to Summary ₹ 88,920.15 ₹ 31,773.00

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

D) INTERNAL WATER SUPPLY

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

1 18.8 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. including cutting chases and

making good the wall etc.

Internal work - Concealed Pipe - -

1.1 18.8.1 15mm nominal outer dia. Pipes. Metre 374 497.80 1,86,177.20 -

1.2 18.8.2 20mm nominal outer dia. Pipes. Metre 450 537.60 2,41,920.00 -

1.3 18.8.3 25mm nominal outer dia. Pipes. Metre 110 627.25 68,997.50 -

1.4 18.8.4 32mm nominal outer dia. Pipes. Metre 28 739.30 20,700.40 -

1.5 MR-14 40mm nominal outer dia. Pipes. Metre 22 934.00 - 20,548.00

1.6 MR-14A 50mm nominal outer dia. Pipes. Metre 9 1,038.00 - 9,342.00

Providing and Fixing GI pipes complete with GI fittings and

2 18.10 clamps, including cutting and making good walls etc. (internal

Internal work - Exposed on wall - -

2.1 18.10.1 15mm nominal outer dia. Pipes. Metre 349 366.40 1,27,873.60 -

2.2 18.10.2 20mm nominal outer dia. Pipes. Metre 386 437.30 1,68,797.80 -

2.3 18.10.3 25mm nominal outer dia. Pipes. Metre 215 551.70 1,18,615.50 -

2.4 18.10.4 32mm nominal outer dia. Pipes. Metre 132 667.00 88,044.00 -

2.5 18.10.5 40mm nominal outer dia. Pipes. Metre 99 811.90 80,378.10 -

2.6 18.10.6 50mm nominal outer dia. Pipes. Metre 121 1,048.35 1,26,850.35 -

2.7 MR15 65mm nominal outer dia. Pipes. Metre 116 1,218.00 - 1,41,288.00

2.8 MR-15A 80mm nominal outer dia. Pipes. Metre 77 1,730.00 - 1,33,210.00

2.9 MR-15B 100mm nominal outer dia. Pipes. Metre 39 2,284.00 - 89,076.00

3 18.16 Providing & fixing brass stop cock of approved quality . - -

3.1 18..16.1 15mmdia nominal bore Each 43 353.25 15,189.75 -

Providing and fixing gunmetal gate valve with CI wheel of

4 18.17 approved quality (Screwed end) - -

4.2 20mm nominal bore

Providing & fixing Auto Air vent for water supply risers, suitable for

pressure not less than 15 Kg/Sq.cm. - -

Supplying, Installation, Testing and Commissioning of motorised

6 MR-17 valve of approved quality suitable for high or low pressure complete

in all respects. - -

Total Carried Over to Summary ₹ 13,32,461.60 ₹ 4,71,317.00

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S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

E) PUMPS AND EQUIPMENTS

Supplying, installing, testing and commissioning single stage,

submersible centrifugal Non cloging pumps of closed coupled

construction with CI body & cast iron (C.I) impeller connected to a

fully submersible water/oil cooled motor suitable to operate with

380-415 volts 3 phase 50 cycles AC power supply with class F

1 MR-19 insulation and built -in temperature protection, pump connector

unit with rubber diaphram & bend, vertical discharge pipe, guide

pipe, stainless steel chain/rope, water -proof power cable and level

controller complete in all respects for fixed installation.

Particle Size 30mm to 40 mm - -

For Sump Pump (1 Working + 1 Standby) For Sewrage - -

Location - Basement (1 set ( 1 working + 1 Stand By ) - -

Discharge 250LPM. - -

Head 15 m - -

Supplying, installing, testing and commissioning single stage,

submersible centrifugal pumps of closed coupled construction with

CI body & cast iron (C.I) impeller connected to a fully submersible

water/oil cooled motor suitable to operate with 380-415 volts 3

phase 50 cycles AC power supply with class F insulation and built -in

2 MR-20 temperature protection, pump connector unit with rubber

diaphram & bend, vertical discharge pipe, guide pipe, stainless

steel chain/rope, water -proof power cable and level controller

complete in all respects for fixed installation.

Particle Size 30mm to 40 mm - -

For Sump Pump (1 Working + 1 Standby) For Drainage - -

Location - Basement (1 set ( 1 working + 1 Stand By ) - -

Discharge 250LPM. - -

Head 15 m - -

Providing and fixing horizontical/vertical monobloc centrifugal

pumping set with mechanical seal cast iron (C.I) volute and bronze

impeller connected to a IE3 induction motor suitable for 400/440

volts, 3 phase, 50 cycles A.C. supply with 150 mm dia pressure

3 MR-21 gauge with gunmetal isolation cock, vibration eliminating for each

pump including necessary structual supports, clamps, bolts, nuts

washers and 1:2:4 plain cement concreate (PCC) foundations

i a Filter Feed pump ( 1 Set = 1 working + 1 standby) - -

Location - Plumbing Plant Room - -

Capacity 50 lpm - -

Head 35 m - -

Irrigation Water Supply Pump ( 1 Set = 1 working + 1 standby)

Location - Plumbing Plant Room - -

Capacity 50 lpm - -

Head 40 m - -

Variable Frequency Drive System: - -

Vertical centrifugal (direct coupled) pumps with IE3 motor

mounted on a common M.S. structural frame work, including

common suction header with flange for inlet connection, common

4 MR-22 outlet, header with flange for outlet connections and

interconnecting piping with isolating valves, non-return valves,

pressure gauges with isolation cock etc.

Precharged diaphragm pressure vessel FRP of suitable size

(minimum 900 ltrs capacity) for the system mentioned below with

charging connection, connected to outlet header with necessary

flanges, gaskets, isolating, valves, nuts/bolts etc. complete.

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Fully automatic control panel including starters, instruments,

incoming isolator, level control for low water gaurd for pumps,

microprocess based PLC, variable frequency drive (VFD) and all

controls, pressure transmitter, low and high system pressure switch

with alarm auto/manual selector switches, interconnecting power

/control cabling etc. all accessories which are required to complete

the system for working conditions as per specifications.

Hydropneumatic system as described above and as under given

capacities: - -

i a Cold Water Supply Pumps : ( 1 set = 2 W + 1 SB) - -

Capacity for Each Pump : 150 LPM - -

ii b RO Water Supply Pumps : ( 1 set = 1 W + 1 SB) - -

Capacity for Each Pump : 50 LPM - -

iii c Hot Water Supply Pumps : ( 1 set = 1 W + 1 SB) - -

Capacity for Each Pump : 50 LPM - -

iv d Hot Water Return Pumps : ( 1 set = 1 W + 1 SB) - -

Capacity for Each Pump : 50 LPM - -

v e Flushing Water Supply Pumps : ( 1 set = 2 W + 1 SB) - -

Capacity for Each Pump : 150 LPM - -

5 MR-23 MULTIGRADE PRESSURE SAND FILTER: (For Domestic Water) - -

Location - Plumbing Plant Room - -

Supply, installation, testing & commissioning of vertical self

supporting multi grade pressure filter (MGF) (Dual media filter)

fabricated from MS sheet as per IS Code, pressure gauges at inlet &

outlet, sample cock, air vent valve with piping, GI face piping

distribution pipe with diffuser on top, CI butterfly valves and all

accessories, with initial charge of filter media for filter, painting

inside with food grade epoxy paint and outside with two coat of red

oxide primer and two or more coat of synthetic enamel paint

complete with bypass arrangement including piping and valves (3

Nos.) of required size.

Capacity/Flow rate : 3 M3/hr - -

Filtration rate/velocity : 18-20 M /M /hr - -

Max. operating pressure : 3.5 kg/Sq.cm - -

Test pressure : 5.5 kg/Sq.cm - -

Suggested diameter : 500 mm Each 1 1,73,034.00 - 1,73,034.00

6 MR-24 ACTIVATED CARBON FILTER: (For Domestic Water) - -

Location - Plumbing Plant Room - -

Supply, installation, testing & commissioning vertical self supporting

Activated Carbon Filter (ACF) fabricated from M.S. Sheet as per IS

Code, pressure gauge at inlet & outlet, sample cock, GI face

piping, C.I. Butterfly valve and all accessories, air vent valve with

piping, with initial charge of filter media for activated carbon filter,

painting inside with epoxy paint and outside with two coat of

synthetic enamel paint complete with bypass arrangement

including piping, CI Valves (3 Nos.) of required size.

Capacity/Flow rate : 3 M3/hr - -

Filtration rate/velocity : 18-20 M /M /hr - -

Max. operating pressure : 3.5 kg/Sq.cm - -

Test pressure : 5.5 kg/Sq.cm - -

Suggested diameter : 500 mm Each 1 2,42,248.00 - 2,42,248.00

7 MR-25 R.O PLANT (for Domestic use) - -

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Supplying, lifting at the terrace, assembly, erection, testing and

commissioning of RO Water treatment system and all its

components of required size as per water test analysis to make the

water suitable for drinking, complete including the following as

mentioned below. The cost will include testing of permeate water

sample from a CPCB approved test laboratory, generating and

providing membrane analysis data form etc

Minimum Recovery = 55% - -

RO system having a capacity of 2000 LPH S.S piping & accessories

FRP Duel Media Filter having Anthracite, Activated Carbon, Gravel

& Sand Charged in FRP Pressure Vessel of flowing with Frontal Pipe,

Ball Valve & Pressure Gauge etc. - -

Antiscalent Dosing & pH Correction System with HDPE tanks - -

0-6 LPH. Dosing Pump with HDPE 200 Litres tank. - -

C-5 Micron Filter - -

20" 5 Micron Cartridge Filter. - -

High Pressure Pump and other pumps in (1w+1s) - -

CIP SYSTEM having S.S 316 pump with 1000 ltrs capacity of CIP tank

Stainless Steel Pump with HDPE tank. - -

R O Module - -

Spirally wounded RO Membranes Required R.O. Membrane Module

in Structural Membrane Housing. - -

Electrical Panel - -

Panel fitted with Auto-Cut Controls, Conductivity Meter and Pressure

Gauge etc. - -

Instrumentation including flow meters, digital TDS meter, digital pH

meter, pressure gauges, low pressure switch, high pressure switch

etc. complete. - -

uPVC (8 kg/cm2) piping and ABS valves for low pressure and SS-316,

schedule 10 piping and SS-316 valves for high pressure piping in the

Raw water pumps as desired (1w+1s) - -

RO Plant Skid - -

Fabricated Stainless Steel Skid Mounted with RO Module, Electric

Panel, High Pressure Pump, CIP System & pH Correction System.

Water Softener - -

Providing and fixing ‘Cation’ ION exchange water softener

fabricated from minimum 8 mm thick M.S. plate on min. shell and

10 mm thick M.S. plate on dished ends (Quality of Steel as per

IS:2062 Grade B, thickness as per ASME Section 8) complete with

initial charge of filter media and ION exchange resins, face piping

accessories, diaphragm valves of approved specifications, HDPE

Brine tank of min. 200 Liters, piping testing and commissioning

8 MR-26 complete with resins of approved quality and make and

regeneration assembly complete with valves, ejector, brine suction

valves and piping. (Bidder must indicate type and quantity of resin

used and quantity of salt required per regeneration). All internal

parts of the softener shall be rubber lined as per approved

specifications.

Minimum expected rate of flow: App. 6000 lph - -

Total soft water to be produced between two regenerations: app.

Expected raw water hardness : app.600-700 ppm - -

Expected treated water hardness: less than 5 ppm (Zero

Commercial Hardness) - -

Max. working pressure : 5 Kg/cm Each 1 88,109.00 - 88,109.00

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Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing and fixing Salt Saturator assembly (for supply of salt

solution) consisting of HDPE/PVC tanks with automatic agitators and

all required accessories for holding and supplying salt for softener

complete in all respects, including providing and fixing vertical,

inline multistage centrifugal pumping set with stainless steel SS-

316 L stage casing and SS-316 L impellers with stainless steel shaft

9 MR-27 and suction & discharge casing . The effective capacity of the

system to be of minimum 10% greater than actual salt required for

approx. 3 Days with complete structural arrangement including

RCC foundation etc. as per instructions of engineer-in-charge and

approved fabrication shop drawings.

(i) Recommended no. of tanks = 1 Nos. - -

(ii) Total Capacity of each Tank = 150 Liters - -

(complete set as mentioned above) Set 1 43,272.00 - 43,272.00

Chlorinator - -

Providing and fixing chemical dozing system consisting of 2 nos. electronic

dosing pumps (1W+1S) of approved make with all accessories, suitable to

doze chemical solution upto 1 ppm doze (of Sodium Hypo-chloride

solution) to a filtered water flow of 6000 lph. against a pressure of 1.5

kg/cm2 complete with FRP moulded solution holding tank of min. 150 litre

with all standard accessories & structural arrangement including suitable

foundation bolts & other accessories etc.complete as required and as

Note:1 set consists of 2 nos. of pumps(1W+1S) - -

(b) 1/2 full to switch ON the incoming supply of water - -

(c) Low level (less than 1/5 of total depth) to trigger alarm & switch ON the

Filter feed pump Set 1 48,450.00 - 48,450.00

Providing and fixing mild steel (MS) puddle flanges of required size

with 5mm thick mild steel (MS) plate including necessary welding as

11 MR-29 per details shown on drawings and directions of Engineer-in-charge

for water tanks. - -

11.1 25mm dia (4mm wall thickness) each 12 900.00 - 10,800.00

11.2 32mm dia (4mm wall thickness) each 2 969.00 - 1,938.00

11.3 40mm dia (4mm wall thickness) each 2 1,170.00 - 2,340.00

11.4 50mm dia (4mm wall thickness) each 6 1,315.00 - 7,890.00

11.5 65mm dia (4mm wall thickness) each 2 1,730.00 - 3,460.00

11.6 80mm dia (4mm wall thickness) each 8 2,146.00 - 17,168.00

11.7 100mm dia (4mm wall thickness) each 10 2,602.00 - 26,020.00

11.8 150mm dia (4mm wall thickness) each 5 3,115.00 - 15,575.00

11.9 200mm dia (4mm wall thickness) each 2 3,253.00 - 6,506.00

Supply, installation, testing & commissioning of Hot dipped

galvanised 'Y' Strainer of following sizes as per specification: - -

Supplying, assembly, erection, testing and commissioning of

magnetic level sensors and controllers, Chlorinated Polyvinyl

Chloride (CPVC) probe tube, PP actuating float and all other

equipment required for the performance of the system to the

satisfaction of the engineer in charge complete including providing

and fixing wiring from control junction box near the Under Ground

13 MR-31 tank to probes of required length, interconnection wiring between

level controller and the concerned contactor in the starter panel as

required. Level of all tanks (Under Ground and overhead tank) will

be included in this item. The level controller will perform the

following functions

To switch on the pumps when the level of water in the supply water

tank is low and to cut off the pump when the level in the recieving

water tank is high and switch off the pumps when the level of water

in the supply water tank is low . - -

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

To indicate 5 levels of water in all tanks through a control panle with

To start the pumps in a cyclic order. - -

The system shall be complete to ensure automatic quotation of

pump in accordance to water level in respective tanks.

Supply, fixing, testing and commissioning of Site Tube (of 3.0 - 5 M)

with isolation valve at top and bottom demarcation on tube for

14 MR-32 making the installation of level indication on the RCC water tank

Providing, fixing, testing & commissioning of 100 mm dia Burden

type, Stainless Steel dial type pressure gauge including brass

isolation valve and pipe having caliberation of 0-16 Kg/cm .

Total Carried Over to Summary ₹ - ₹ 59,14,946.00

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

F) DRAINAGE SYSTEM

Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming of

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

and then returning the soil as required, in layers not exceeding 20

1 2.10 cm in depth, including consolidating each deposited layer by

ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

1.1 2.10.1 All kind of soil - -

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

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

with collars jointed with stiff mixture of cement mortar in the

2 19.6 proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc. complete : - -

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

sand : 10 graded stone aggregate 40 mm nominal size) up to

3 19.3 haunches of R.C.C. pipes including bed concrete as per standard

Constructing brick masonry manhole in cement mortar 1:4 (1

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

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

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

graded stone aggregate 40 mm nominal size), inside 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 :

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

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

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

and weight of frame 15 kg): - -

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

Constructing brick masonry circular type manhole 0.91 m internal

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

: 4 coarse sand), in side cement plaster 12 mm thick with cement

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

neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse

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

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

sand : 4 graded stone aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete as per standard

0.91 mm deep with SFRC Cover and frame (heavy duty , HD- 20

grade designation) 560 mm internal dia confirming of to I.S 12592

total weight of cover and frame not less than 182.Kg. fixied in

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

19.9.1 agggregate 20 mm nominal size ) including centering shutering all

complete.(Excavation,foot rest and 12 mm thick plaster at the

external surface shall be paid for separately)

with common burnt clay F.P.S.(non module) brick of class

designation 7.5 Each - 12,725.00 - -

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Extra depth for circular type manhole 0.91m internal dia (at bottom)

beyond 0.91 m to 1.67 m. - -

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

designation 7.5 Meter 1.00 7,591.80 7,591.80 -

Constructing brick masonry circular manhole 1.22 m internal dia at

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

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

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

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

7 graded stone aggregate 40 mm nominal size) and making

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

sand : 4 graded stone aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete as per standard

1.68 mm deep with SFRC Cover and frame (heavy duty , HD- 20

grade designation) 560 mm internal dia confirming of to I.S 12592

total weight of cover and frame not less than 182.Kg. fixied in

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

agggregate 20 mm nominal size ) including centering shutering all

complete.(Excavation,foot rest and 12 mm thick plaster at the

external surface shall be paid for separately)

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

designation 7.5 Each - 24,702.75 - -

Extra depth for circular type manhole 1.22 m internal dia (at

bottom) beyond 1.68 m to 2.29 m : - -

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

designation 7.5 Meter 1.00 9,861.45 9,861.45 -

Providing orange colour safety foot rest of minimum 6 mm thick

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

conforming to IS: 1786, having minimum cross section as 23 mmx25

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

with minimum 112 mm space between protruded legs having 2 mm

tread on top surface by ribbing or chequering besides necessary

and adequate anchoring projections on tail length on 138 mm as

9 19.16 per standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible even

after fixing, including fixing in manholes with 30x20x15 cm cement

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

aggregate 20 mm nominal size) complete as per design.

Constructing brick masonry road gully chamber 50x45x60 cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

10 19.27 500x450 mm pre-cast R.C.C. horizontal grating with frame complete

as per standard design :

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

designation 7.5 Each 4.00 670.20 2,680.80 -

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing and installation Standard D Grease Separator NS 5 based

on DIN EN 1825 and DIN 4040. With direct disposal, manufactured

from Polyethylene. No metallic components in chamber. For free

standing installation in frost free areas, with integrated sludge trap

and sloped walls for quick and efficient disposal, polyethylene quick

release odor tight covers, with direct disposal hook up pipe for

sludge and grease trap disposal, no more than 3 liters of sludge

remains after disposal, disposal flange DN 65, PN 10 (DIN 2501) Storz-

11.00 MR B-coupling 2.5 inch for disposal truck connection, inlet/outlet fits PE-

HD pipe (DIN 19537) and HT pipe (DIN 19560), PP or AS. Version: Right

side (can be changed to left side version by exchanging inlet and

outlet. Inspection window with cleaning wiper Sludge trap

capacity: 500 liter,Total separator capacity: 750 liter,Grease storage

capacity: 350 liter Inlet / Outlet: DN 100 (DA 160 mm),Weight:

Total Carried Over to Summary ₹ 4,53,966.10 ₹ 95,000.00

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

G) RAIN WATER HARVESTING

Boring/ Drilling bore well of required dia for casing strainer pipe by

sutable method prescribed in IS 2800(Part I), Inculding collecting

samples from different strata, preparing and submitting strata

1 23.1 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

1.1 23.1.1 All type of soil - -

1.2 23.1.2 Rocky stratra including boulders 300 dia - -

Supplying , assembling, lowering and fixing in vertical postion in bore

well, unplasticized PVC medium well casing (CM) pipe of required

2 23.3 dia, conforming to IS 12818, including required hire and labour

charges, fitting & accessories etc.all complete for all depths as per

direction of engineer-in-charge . - -

2.1 23.3.2 150mm dia nominal size dia Meter 30.00 793.25 23,797.50 -

Supplying .assembling, lowering and fixing in vertical position in bore

well unplasticized PVC medium well.screen (RMS) pipes with ribs,

conforming to IS. 12818, including hire & labour charges, fittings &

3 23.4 accessories etc. all complete for all depths as per direction of

engineer-in-charge. 150mm noninal size dia.

3.1 23.4.2 150mm dia nominal size dia Meter 30.00 807.45 24,223.50 -

Supply, filling, spreading & leveling stone boulders of size range 5cm

4 23.5 to 20cm, in recharge pit, thickness, for all leads and lifts, all

complete as per direction Engineer in charge.

Gravel packing in tube well construction in accordance with IS

4097, including providing graval fine/medium coarse, in required

5 23.8 grading & sizes as per actual requirement , all complete as per

direction of engineer-in charge. Cubic

Filling available excavated earth ( Excluding rock) in trenches,

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

6 2.25 depth, consolidating each deposited layer by ramming and water. Cubic

Lead up to 50 m and lift uoto 1.5 m. Meter 90.00 196.00 17,640.00 -

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

7 2.26.1 banking excavated or stacked materials. All kinds of soil.

Providing and fixing in position pre-cast RCC manhole covers and

19.19.3. frame of required shape and approved quality H D - 20 Circular

1 shape 560 mm internal diameter No 1.00 1,675.70 1,675.70 -

Providing and fixing suitable size threaded mild steel cap or shot

welded plate to the top of borewell housing chasing pipe as per

9 23.13 removable as per requirement, all complete for borewell of:

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

10 23.15 bottom of pipe assembly of tubewell as per IS:2800 (Part-I) . - -

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing orange colour safety foot rest of minimum 6mm thick

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

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

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

with minimum 112 mm space between protruded legs having 2mm

tread on top surface by ribbing or chequiring besides necessary and

adequate anchoring projection on tail length on 138mm as per

standard drawing and suitable to with stand the bend test and

chemical resistance identification mark to be visible even after

fixing,including fixing manhole with 30X20X15cm cement concrete

block 1:3:6(1 cement: 3 Coarse sand: 6 graded stone aggregrate

20mm nominal size) complete as per design

Constructing brick masonry manhole (silt chamber type) inside size

1.20X0.90c 1.20m deep with FPS brick class designation 75 in cement

mortar 1:4 (1 Cement: 4 coarse sand ) 15mm thick RCC top slab with

500mm dia opening in cement concrete 1:2:4 (1 cement: 2 C/sand:

4 graded stone agg, n/size reinforced with 18.92 kg cold twisted

sreel bars 20cm foundation concrete 1:4:8 (1 cement: 4 C/sand: 8

graded stone agg 40mm size) inside plastering 12 mm thick with

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

12 19.7.2.1 coat of neat cement and providing 75 mm thick bed concrete in

1:2:4 mix (1 cement: 2 C/sand: 4 graded stoneagg . 20mm n/size)

including neat cement punning inside the manhole complete as

per standard design/depth shall be measured from invert level of

manhole excluding cost of manhole cover and frame which shall

be paid for separately etc. All complete as per direction of engineer-

Extra for depth for manhole size ( 120cmx90cm) with common burnt

13 19.8.2.1 clay F.P.S ( non-modular) bricks of class designation 7.5

Carriage of Material by mechanical transport including loading

14 1.1.2 ,unloading etc. Complete lead 1 km the place of disposal shall be

approved by the engineer-in- charge

Providing and laying in position cement concrete of specificed

grade excluding the cost of centering and shuttering - All work upto

15 4.1.10 plinth level 1:5:10 (1 Cement: 5 coarse sand: 10 graded stone

aggregate 40mm niminal size)

Providing and laying in position cement concrete of specificed

grade excluding the cost of centering and shuttering - All work upto

16 4.1.3 plinth level 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone

aggregate 20mm niminal size)

Note : All civil work will be in contractor scope - -

Total Carried Over to Summary ₹ 1,83,194.06 ₹ -

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

H) EXTERNAL WATER SUPPLY (WITH GARDEN IRRIGATION)

Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides, ramming of

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

and then returning the soil as required, in layers not exceeding 20

1 2.10 cm in depth, including consolidating each deposited layer by

ramming, watering, etc. and disposing of surplus excavated soil as

directed, within a lead of 50 m :

1.1 2.10.1 All kind of soil - -

Pipes, cables etc, not exceeding 80 mm dia.

Providing and laying UPVC pipes (I.S:4985) of 8kg./cm2 including all

fittings with or without access door i.e. bends, junctions, cowls,

offsets, etc., and jointing with solvent cement and excavation,

2 MR-34 refilling and disposal of surplus earth, including cutting holes in walls

and floors,wherever required and making good the same,

complete as directed by the Engineer-In-Charge. (For External

garden hydrant Pipes only):

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

trenching and refilling etc. External work - -

Providing and fixing gunmetal gate valve with CI wheel of

approved quality (Screwed end) - -

Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C.

I. surface box 100x100 x75 mm (inside) with hinged cover fixed in

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

graded stone aggregate 20 mm nominal size), i/c necessary

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

graded stone aggregate 40mm nominal size) and inside plastering

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

finished with a floating coat of neat cement complete as per

standard design :

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

Constructing masonry Chamber 90x90x100 cm inside, in brick work in

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

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

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

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

nominalsize ) and inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick, finished with a floating coat

of neat cement complete as per standard design :

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

18.34.1 designation 7.5

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Constructing masonry Chamber 60x45x50 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for water meter

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 aggregate 20 mm nominal size) , i/c

7 18.37 necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5

fine sand:10 graded stone aggregate 40 mm nominal size) and

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

12 mm thick, finished with a floating coat of neat cement complete

as per standard design :

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

BOQ - Madhyanchal - Plumbing Works

SCHEDULE OF QUANTITIES

S. DSR Rate Amount Amount

Description of Item Unit Qty. DSR

No. 2023 NS DSR NS

Providing and fixing C.I. dirt box strainer for bulk type water meter

8 18.61 with nuts, bolts, rubber insertions etc. complete conforming to IS :

Providing and fixing enclosed type water meter (bulk type)

conforming to IS: 2373 and tested by muncipal board complete

9 18.60 with bolts,nuts, insertions etc.(The tails pieces if required will be paid

separately) - -

Total Carried Over to Summary ₹ 1,63,849.15 ₹ 65,543.50

BOQ - Madhyanchal Bhawan - Heat Pump

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

ESTIMATED COST OF SOLAR WORKS & HEAT PUMPS

S.No. Description Unit Qty DSR - Rate Rate (NS) Amount (NS)

1 Supply, installion, testing and commissioning of Packaged type Water to

Water Heat Pump. These units shall be completely factory assembled

including 2 Nos. Scroll Hermatically Sealed Scroll / Reciprocating

Compressor(s), evaporator, Condenser and Microprocessor Control Panel

etc with R134a / 410 a Referigerant and COP between 3-4. The Heat Pump

shall have inbuilt hot water heat exchanger, vibratipon isolators, pumps,

valves, expansion valve, Copper / Aluminium fins, and other accessories.The

Heat Pump should be capable of producing hot water at minimum 55°C

temperaure at outlet (condenser circuit) temperatures at 30°C ∆T. The

Machine should have an operating ambient temperature range of 0°C to

50°C. Location: Terrace. (1 Working + 1 Standby)

Heating capacity : Approx. 134.0 kW (Thermal Output)

Input Power : Approx. 2 X 27.0 kW (2 Nos. 1 W + 1S)

Hot Water Outlet Temperature : 55 deg C

Peak Water flow : Approx. 2250 LPH

a. Built in electric panel as per safety norms as manufacturer standard.

b. All other mountings, fittings & controls with all accessories and safeties

c. All other mounting, fittings and controls.

d. Suitable for electric supply of 415 + 10% volts & 50 Hz.

e. All interconnecting wiring / cabling between heat pump and electrical

f. The Heat pump shall have an in-built facility to start / stop depending on

variation in demand at different periods. Each 2 6,50,000 1300000

Plate type Heat Exchangers of 115500 Kcal/Hr Heat Transfer capacity,

(thermal output) (approx.) with Secondary 1 Set (1W+1S) heat transfer

horizontal centrifugal pumps (to be located at terrace level/or as per site

2 conditions) of 10 m head, 180 LPM of reqd. H.P & IE-2 class motor with

brass impeller, SS-304 shaft & CI casing (or as per manufacturer's standards

meeting our technical parameters).

3 Hot Water Mixing Tank

Supply, installation, testing & commissioning of Corrosion Resistant Glass

Lined Tank according to German DIN 4753 with magnesium anode rod for

protection, heavy duty steel, factory fitted thermometer, with PU foam

jacket of min 100mm thickness, suitable for external heater element

mounting upto 100 kW, with access and maintetnace openings, suitable for

10 bar pressure and 95 deg C Temeperature. Tank shall be provided with hot

water flow meter at inlet & outlet (approved by department of weights and

measures), inlet / outlet, overflow / drain connection with MH cover (550

mm I.D.) pressure relief valves, pressure gauge at inlet / outlet with isolation

cock, thermometer at inlet / outlet. All the valves & accessories shall be

suitable for an operating pressure as mentioned above.

Capacity : - 3000 Lts.

BOQ - Madhyanchal Bhawan - Heat Pump

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

ESTIMATED COST OF SOLAR WORKS & HEAT PUMPS

S.No. Description Unit Qty DSR - Rate Rate (NS) Amount (NS)

Hot water mixing tank complete with insulation & MS supporting

structure with access ladder duly paint with red oxide comprising of

Cold Water inlet PN 16 Butterfly / Globe Valve. - 1 Nos.

Cold Water inlet lineCheck Valve. - 1 Nos.

Hot water inlet / outlet.

PN16 Butterfly / Globe Valve. - 2 Nos.

PN:16 Butterfly / Globe Valve - 1 Nos.

PN:16 Butterfly / Globe Valve - 1 Nos.

Spare outlet - PN:16 Butterfly / Globe Valve - 1 Nos.

Hot water return inlet Flanged 40 mm dia Bronze Globe Valve - 1 Nos.

Tank Drain connection PN 16 Ball Valve - 1 Nos.

Temperature sensor at mixing tank suitable for differential temperature

setting shall be made for start / stop of the HWG and other. The control

system shall be complete with necessary cabling / wiring along with

support. - 2 Nos.

4 Water Transfer Pumps - 0

Providing, installation, testing & commissioning of following insulated

pumps suitable for 415 Volts connected with TEFC induction motor, DOL

starter, MS channel, base plate complete with vibration isolators, isolating

valve on suction and discharge, non return valve on discharge, Y strainer on

suction, pressure gauges with stop cock and dial type thermometer on

suction or discharge. The pump shall have mechanical seal. The pump shall

be SS casing, impeller, shaft & CI (epoxy coated) base (suitable for hot

water temperature)

4.1 Domestic Hot Water Primary Pumps - 0

Pump - 2 No. (1W + 1 SB) - 0

Flow - 180 LPM - 0

4.2 Domestic Hot Water (From Heat Pump To Mixing Tank) - 0

Pump - 2 No. (1W + 1 SB) - 0

Flow - 120 LPS - 0

4.3 Domestic Hot Water Transfer Pumps - 0

Pump - 2 No. (1W + 1 SB) - 0

Flow - 180 LPM - 0

BOQ - Madhyanchal Bhawan - Heat Pump

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

ESTIMATED COST OF SOLAR WORKS & HEAT PUMPS

S.No. Description Unit Qty DSR - Rate Rate (NS) Amount (NS)

5 Providing, jointing, testing & commissioning of following sizes of ERW

heavy class MS pipes conforming to IS-1239 with all accessories like all

fittings including tees, elbows, reducers, union, flanges, rubber gaskets,

washer including galvanised supporting / fixing the pipe on floor / wall

/ceiling with clamps, hangers (using anchor fastners) as per specification. GI

pipe sleeve of suitable higher size shall be provided wherever the pipes are

crossing the walls / floors and sealing the sleeves with glass wool in between

& fire sealent compound at either end all as per Project Manager’s /

Consultants requirements including cutting holes and chases in brick, RCC

work and making good the same to original conditions complete in all

5.1 All hangers, clamps, brackets etc. shall be of galvanized iron and floor

supports with vertical pipes unless specified otherwise and then supply of

the same shall also be included for rates under this head. Cost shall be

inclusive of providing roller / slide support, expansion loops and wooden

brackets / blocks for insulated pipes.

6 BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber

Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation

as specified - 0

7 Providing and fixing of Non IBR , Non Return Valve (on hot water line)

having bronze body, SS working parts with screwed ends suitable for

handling hot water. - 0

8 Providing & fixing insulation to Hot Water pipes & fittings in

accordance with specifications rockwool section pipe 60 kg/m³ density with

aluminum cladding of 24 G. - 0

8.1 Pipes in False Ceiling / Shaft / Plant Room - 0

BOQ - Madhyanchal Bhawan - Heat Pump

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

ESTIMATED COST OF SOLAR WORKS & HEAT PUMPS

S.No. Description Unit Qty DSR - Rate Rate (NS) Amount (NS)

9 Providing and fixing insulated pressure reducing station for cold water

supply comprising of 2 Nos Gun Metal ball valves on inlet & outlet & 1 no.

globe valve for by-pass 1 No pressure reducing valve with flanged /

screwed connection, 1 No. `Y' strainer, 2 Nos Pressure gauge on inlet

& outlet, and 1 No. 15 mm dia safety valve. The complete system is tested

to a pressure not less than 15 Kg/Sq.cm and suitable to reduce the pressure

upto 2 Kg/Sq.cm) Including necessary pipe & fittings; i.e. flanges/ unions,

nuts, bolts and washers complete as required.

9.1 65 mm dia (CI Housing - PRV) No. 1 60,000 - 60000

10 ELECTRICAL INSTALLATION FOR HOT WATER SYSTEM SYSTEM

10.1 Design, fabrication, assembling, wiring, supply, installation, testing and

commissioning of motor control centre shall be fabricated out of 14

gauge CRCA sheet steel in form in 3b formation with reinforcement of

suitable size angle iron, channel ‘T’ sections irons and / or flats wherever

necessary. Cable gland plates shall be provided on top as well as at the

bottom of the panels. Panels shall be treated with all anticorrosive

process before painting as per specifications with 2 coats of red oxide

primer and final approved shade of powder coated paint. 2 No. earthing

terminals shall be provided for 3 phase, 4 wire, 50 Hz supply system.

Lifting hooks shall also be provided in case of large panels. Approval

shall be taken for each panel before fabrication. Cadmium Plated

hardware shall be used in fabrication of panels. Quoted rates shall

inclusive of cables, cable trays, earthing (in accordance to specification)

with earthing from panel to each motor / equipment.

MCC –1 for HEAT PUMP SYSTEM - 0

150 amps TPN MCCB with the following accessories: - 0

a. 0-450 volts 96 x 96 mm square voltmeter with selector switch

protected by 2 amps TP MCB. 1 Set - 0

b. 0-150 amps 96 x 96 mm square ammeter with selector switch and

100/5 amps 10 VA CL:1 CTs. 1 Set - 0

c. Phase indicating lamps protected by 2 amp SP MCB 3 Set

200 amps TPN (50 KA) aluminium bus bar with heat shrinkable

insulation sleeves. - 0

Outgoings - 0

a. 2 No. 100 amps TPN MCCB outgoing feeder to 2 Set. Heat Pump

BOQ - Madhyanchal Bhawan - Heat Pump

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

ESTIMATED COST OF SOLAR WORKS & HEAT PUMPS

S.No. Description Unit Qty DSR - Rate Rate (NS) Amount (NS)

b. 2 No. suitable rating MPCB for 2.5 KW DOL starter and outgoing

feeder to (Domestic Hot Water Primary Pumps, (including 1No.

standby). Each compartment shall contain auto / manual selector

swtich and indicating / push button lamps with MCB for ON / OFF /

c. 2 No. suitable rating MPCB for 2.5 KW DOL starter and outgoing

feeder to (From Heat Pump To Mixing Tank, (including 1No. standby).

Each compartment shall contain auto / manual selector swtich and

indicating / push button lamps with MCB for ON / OFF / TRIP of

d. 2 No. suitable rating MPCB for 2.5 KW DOL starter and outgoing

feeder to (Domestic Hot Water Primary Pumps, (including 1No.

standby). Each compartment shall contain auto / manual selector

swtich and indicating / push button lamps with MCB for ON / OFF /

e. 125 amps TPN MCB’s 1 No. (For heat plate exchange) - 0

d. Spare MCB’s of following capacities: - 0

i. 40 amps TPN MCB’s 1 No. - 0

ii. 63 amps TPN MCB’s 1 No. - 0

Necessary cable alleys, internal wiring, and interlocking, earthing for all

equipment shall also be included. - 0

Notes: a. All MCCBs shall be of 25 KA breaking capacity and suitable for motor

duty application. - 0

b. Provision shall be made for providing potential free contacts to all pumps starters

for connection to BAS - 0

c. Provision shall be made to ensure system protection from dry running of the pump - 0

10.1.1 MCC - 1 For Plumbing System as described above. Set 1 98,500 - 98500

10.2 Supply and fixing in position 1 m wide Insulation mat made of

elastomeric polymers Material (Class -A) of 415V grade as per IS 15642-

2006 . Thickness of insulation mat shall be not less than 2 mm to

withstand 1.1 KV dielectric strength AS PER IS 15652 : 2006. It should

be complete as per specifications & directions of Engineer-in-charge. It

should be complete as per specifications & directions of Engineer-in-

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

approved shape and size as specified by Local Electricity Authorities

written in English & Local Languages. No. 1 500 - 500

10.4 Supply and fixing in position the approved “Shock Treatment Charts”

written in English and Local Language. These charts shall be framed in

teak wood frame and covered with glass. No. 1 1,500 - 1500

TOTAL CARRIED TO SUMMARY 0 2539830

BOQ - Madhyanchal Bhawan - STP Works

Construction of Madhyanchal Bhawan Extension, Vasant Kunj, New Delhi

SCHEDULE OF QUANTITIES

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

STP WORKS (25 KLD CAPACITY)

Rate Rate Amount Amount

S. No. Description of Item Unit Qty.

DSR NS DSR NS

SEWAGE TREATMENT PLANT ( MBBR Technology )

Total Daily Sewage Flow 25 KLD

SEWAGE TREATMENT PLANT

25 kld Package type Sewage Treatment Plant based on attached

growth technology using the 'Moving Aerated Bio-media Reactor'

(MBBR) process. The plant proposed shall be suitable to treat (25

B) Supplying, Installing, Testing & Commissioning of 25 KLD plant

with tertiary treatment of capacity 25 KLD at present.

The plant is proposed to be installed in open space dedicated for

STP in the complex,

Nature of effluent - Domestic Sewage from Toilet use and kitchen

Daily average flow - 25 Cum / Day

BOD5 - upto 235-335 Mg/L

S. Solids - 235 - 400 Mg/L

COD - upto 435-600 Mg/L

Oil & Grease - 35 Mg / L

Effluent discharge standard after UF treatment

BOD5 - Less than 10 Mg/L

S. Solids - Less than 5 Mg/L

COD - Less than 35 Mg/L

Oil & Grease: < 1 Mg/L

N Total < 10 Mg/L

Screen Chamber in RCC Construction

Oil and Grease removal unit in RCC construction.

Effluent Equalization Tank in RCC construction with submersible

sewage lifting pumps. (Inlet to sump shall be as per Sewer Invert

level. Approx Cap. 35 KL Suitable for STP.

Sewage Lift Pumps in Equalisation Chamber -1 Set.

Moving Bed Bio-Reactor tanks in RCC construction - 2 Nos for 25

Settling tanks in RCC construction - 1 No for present 35 KLD flow

PVC Bio-deck Media in 2 nos. MBBR tanks and 1- No settling tank

for a flow rate of 25 KLD

1 No Sludge holding tank in RCC Construction having suitable nos of

day's storage for daily average flow of 25 KLD.

M.S. epoxy coated Multi Grade Sand Filter for 25 kld flow rate and

space to add one more in future of similar capacity.

M.S. epoxy coated Activated Carbon Filter for 25 kld flow rate and

space to add one more in future of similar capacity.

U.V. Disinfection Chamber - 1 No for 25 KLD and space to add one

more in future of similar capacity.

Filter Press for 25 kld plant with screw pump 2 nos

Air Blowers, Pumps & equipments

Electrical Panel & Cabling

Common plant room adjacent to STP.

All piping, valves & level indicator/controller etc. within plant room.

1.0 ELECTRO MECHANICAL WORK (STP)

Supply, installation, testing & commissioning of 2 Nos. Stainless

Steel Perforated Screen with suitable lifting arrangement

(approximate size 350 mm wide x 600 mm high) with 10mm & 8mm

clear spacing. (Common for both phase) Set 1 43,189.00 - 43,189.00

Supply, installation, testing & commissioning of electronic type level

controller for automatic operation of the system. Set 1 22,494.00 - 22,494.00

Supply, installation, testing & commissioning of non clogging type

pumps, having CI casing, CI impeller and SS Shaft complete with all

accessories, motor of required capacity. Delivery header with

1.3 isolation valve, pressure gauge on delivery line with isolation cock

level controller with wiring to control the level of sump

automatically. Pump shall have following duty.

BOQ - Madhyanchal Bhawan - STP Works

CONSTRUCTION OF MADHYANCHAL BHAWAN EXTENSION PLOT NO. 12, IHC POCKET, VASANT KUNJ, NEW DELHI

SUMMARY OF COST - EXTERNAL DEVELOPMENT WORKS

STP WORKS (25 KLD CAPACITY)

Rate Rate Amount Amount

S. No. Description of Item Unit Qty.

DSR NS DSR NS

Submersible Sump Pumps in equalisation tank. (2 Nos. 1 working &

one standby. - -

(Solid handling cap. 28 mm) - -

Flow rate (each) = 2.5 m3 / hr - -

Plant room sump pump 2 Nos (1 working + 1 standby ) .Outlet pipe

1.3.2 of pump should will be connect in equalisation tank.

Flow rate = 3 cum/hr - -

(Solid handling size for this pump shall be 10 mm). - -

Provision of guide ropes to guide submersible pump from upper

level to operational level in sump basin with channels/angle section

of MSEP shall be made by the STP contractor.

Non clogging type horizontal centrifugal Sludge transfer /

disposal / recirculation pumps capable of handling solids upto 7

mm, having C.I. casing, C.I. impeller, CS shaft, IP 55, Class B

1.4 insulation, mechanical seal complete with all accessories, motor