Retrofitting and repair works of Vijay Deep Building for Mumbai Port Authority (MbPA)at Shoorji Vallabhdas Marg, Ballard State, Mumbai-400001

Grand Total (round off) 19,76,83,915.00

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

WORK PORTION 'A'- CIVIL & RETROFITTING WORKS

15.2 Demolishing cement concrete manually/ by mechanical means including

disposal of material within 50 metres lead as per direction of Engineer - in -

1 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 88.43 Cu.m 2,434.25 2,15,258.78 2,15,258.78

2 15.3 Demolishing R.C.C. work manually/ by mechanical means including 183.00 Cu.m 3,551.25 6,49,878.75 6,49,878.75

stacking of steel bars and disposal of unserviceable material within 50

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

15.7 Demolishing brick work manually/ by mechanical means including

stacking of serviceable material and disposal of unserviceable material

within 50 metres lead as per direction of Engineer-in-charge.

15.12 Dismantling doors, windows and clerestory windows (steel or wood)

shutter including chowkhats, architrave, holdfasts etc. complete and

stacking within 50 metres lead :

5 15.12.2 Of area beyond 3 sq. metres 5.00 Each 502.75 2,513.75 2,513.75

15.13 Taking out doors, windows and clerestory window shutters (steel or

wood) including stacking within 50 metres lead :

6 15.13.1 Of area 3 sq. metres and below 373.00 Each 143.50 53,525.50 53,525.50

7 15.13.2 Of area beyond 3 sq. metres 5.00 Each 188.90 944.50 944.50

15.14 Dismantling wood work in frames, trusses, purlins and rafters up to 10

metres span and 5 metres height including stacking the material within 50

8 15.14.1 Of sectional area 40 square centimetres and above 1.00 Cu.m 4,459.10 4,459.10 4,459.10

9 15.14.2 Of sectional area below 40 square centimetres 10.00 Metre 17.85 178.50 178.50

15.17 Dismantling steel work in single sections including dismembering and

stacking within 50 metres lead in:

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

11 15.17.2 Channels, angles, tees and flats 11,940.00 Kg 2.30 27,462.00 27,462.00

12 15.19 Dismantling steel work manually/ by mechanical means in built up 500.00 Kg 3.85 1,925.00 1,925.00

sections without dismembering and stacking within 50 metres lead as per

direction of Engineer-in-charge.

13 15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every 5,000.00 kg per 0.85 4,250.00 4,250.00

additional span of one metre or part thereof beyond 10 metres metre

14 15.21 Extra for dismantling trusses, rafters, purlins etc. of steel work for every 5,000.00 kg per 0.85 4,250.00 4,250.00

additional height of one metre or part thereof beyond 5 metres. metre

15 R3-CS-DD- Removing mosaic, cement marble, granites non-slippery, tandur, kotah, 4,018.00 Sq.m 371.70 14,93,490.60 14,93,490.60

64 shahabad stone or Indian Pattern stone, glazed tiles in flooring and dado

including bedding brick bat coba etc., and delivering materials in Ward

Office and carting away unserviceable materials.

16 R3-CS-DD- Removing cement plaster of any finish from the wall, complete with 1,529.00 Sq.m 227.74 3,48,214.46 3,48,214.46

65 racking out the joints to a depth of 20 mm.

17 PWD SSR Removing brick bat coba including stacking the spoils as directed with 173.00 Cu.m 784.29 1,35,681.65 1,35,681.65

2022-23 all leads, lifts etc, complete.

15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and

stacking the material within 50 metres lead of:

19 15.41 Dismantling cement asbestos or other hard board ceiling or partition 100.00 Sq.m 56.35 5,635.00 5,635.00

walls including stacking of serviceable materials and disposal of

unserviceable materials within 50 metres lead.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

20 R3-CS-CH- Removal of plant/ficus growth by pulling out root system embedded in 5.00 No's 684.40 3,422.00 3,422.00

24-a masonry, cutting stem and application of hing/gur/lime formulation as

specified by the Architect or other patented chemical biocide treatment

such as biocide/glycel etc. Having Girth less than 20 cm

21 R3-CS-CH- Removal of plant/ficus growth by pulling out root system embedded in 2.00 No's 12,210.64 24,421.28 24,421.28

24-b masonry, cutting stem and application of hing/gur/lime formulation as

specified by the Architect or other patented chemical biocide treatment

such as biocide/glycel Having Girth more than than 20cm up to 30 cm

22 R3-CS-CH- Removal of plant/ficus growth by pulling out root system embedded in 1.00 No's 21,490.16 21,490.16 21,490.16

24-c masonry, cutting stem and application of hing/gur/lime formulation as

specified by the Architect or other patented chemical biocide treatment

such as biocide/glycel etc. Having Girth more than 30 cm

23 NS- 1 Providing, fabricating, erecting, maintaining and dismantling temporary - Sq.m 11,621.10 - -

safety working platform for carrying out work at height without

disturbing the ground floor operational area. The platform shall consist of

MS I-beams as primary horizontal members and MS vertical

supports/bracing of adequate size and strength, complete with necessary

base plates, stiffeners, bracings, nuts, bolts and welding. The working deck

shall be formed using heavy-duty wooden planks overlaid with GI sheets

to provide a safe, continuous working surface. The platform shall be

designed to safely withstand construction loads, complete with edge

protection, guard rails, toe boards, access ladder, safety barricading and

all necessary temporary supports as per relevant IS codes and safety

standards. The rate shall include all materials, fabrication, transportation,

erection, shifting (if required), maintenance during the contract period,

dismantling and removal of all materials on completion of work

24 PWD SSR Lowering down the debris obtained from breaking and removing the 951.84 Cu.m 931.73 8,86,855.23 8,86,855.23

2022-23 cement plaster /burnt brick masonry of the first floor by any means

46.59 without causing dust nuisance and damage to structure, stacking the

same as and where directed including cleaning the site complete

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

Disposal of moorum/building rubbish/ malba/ similar unserviceable,

1.1.1 dismantled or waste material by mechanical transport including loading,

(Lead transporting, unloading to approved municipal dumping ground for all

chart) lead & lifts, complete as per directions of Engineer-in-charge.

29 24.2 Providing and fixing double scaffolding system (cup lock type) on the 5,102.16 Sq.m 338.25 17,25,805.28 17,25,805.28

exterior side of building/structure, upto 25 metre height, above ground

level, including additional rows of scaffolding in stepped manner as per

requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre

centre to centre, horizontal & vertical tubes joint with cup & lock system

with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the

scaffolding for working platform etc. and maintaining it in a serviceable

condition for execution of work of cleaning and/ or pointing and/ or

applying chemical and removing it thereafter. The scaffolding system shall

be stiffened with bracings, runners, connecting with the building etc,

wherever required, if feasible, for inspection of work at required locations

with essential safety features for the workmen etc., complete as per

directions and approval of Engineer-in-charge.

Note:- (1) The elevational area of the scaffolding shall be measured for

payment purpose. (2) The payment will be made once only for execution

of all items for such works.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

30 26.81 Providing and fixing Scaffolding net of required width made of high 5,102.16 Sq.m 29.25 1,49,238.15 1,49,238.15

density Polyethylene UV stabilized knitted on warp knitting machines

having density 100grams/sqm and shading coefficient minimum 75%

around the construction site/ for vertical extension as per requirement

including fastening/tying with building/scaffolding pipes or with any other

fixtures etc. complete as per direction of Engineer-in-Charge. (One time

payment shall be made for providing Scaffolding net from start of work till

completion of work including shifting if any. The Scaffolding net shall be

the property of the contractor on completion of the work)

31 PWD SSR Providig and fixing wleded mesh fabric for guniting of mesh size 75 5,812.00 Sq.m 1,318.30 76,61,936.35 76,61,936.35

2022-23 mm x 75mm and 10 guage thick including scaffolding etc.complete

32 PWD SSR Guniting by dry mix process as per IS 9012 ( 1978) to the vertical 5,812.00 Sq.m 828.89 48,17,514.49 48,17,514.49

2022-23 surface ( other than column) in C.M. 1:3, 25mm thick under

44.08 pressure of 2.1Kilogramto 2.8 Kilogram per sq.cm.including

forms,scaffolding, floating the surface curing for 14 days etc.complete

( excluding reinforcement)

26.28 Chipping of unsound/weak concrete material from slabs, beams,

columns etc. with manual Chisel and/ or by standard power driven

percussion type or of approved make including tapering of all edges,

making square shoulders of cavities including cleaning the exposed

concrete surface and reinforcement with wire brushes etc. and disposal of

debris for all lead and lifts all complete as per direction of Engineer-In-

34 R3-CS-RF-1 Application of Corrosion Inhibitor: Providing & applying One coat of 4,325.02 Sq.m 193.52 8,36,977.87 8,36,977.87

Concrete Penetrating Corrosion Inhibitor (Surface applied) which works

on Bipolar Inhibition Mechanism on entire concrete surface to be repaired

by using brush or spray at 250 ml per Sq.Mt./Coat or as per

manufacturer’s specification and prior to application of first coat of anti

corrosive coating to reinforcement.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

35 R3-CS-RF-2 Anti Corrosive coating to exposed reinforcement: Providing & applying 50.00 MT 7,116.58 3,55,829.00 3,55,829.00

Two coats of Anti Corrosive protective coating (CBRI / CSIR technology)

for reinforcement bars by brush. Sprinkle dry sand when second coat is

tacky so as to get rough surface.

36 R3-CS-RF-5 Bond Coat: Providing & applying One coat of structural grade epoxy bond 4,325.02 Sq.m 613.60 26,53,832.27 26,53,832.27

coat by brush conforming to ASTM-C-882- 87 to the prepared concrete

surface to be repaired / strengthened. This is applied prior to the

application of polymer repair mortar / epoxy mortar / Microconcrete to

have monolithic action between old concrete surface and new concrete

37 PWD SSR Providing Repairing of honeycombs and minor damages with Polymer 2,16,251.00 Kg 203.20 4,39,41,338.20 4,39,41,338.20

2022-23 Modified Morter including material,labour complete in all respect

38 R3-CS-CW- Repairing to the existing RCC structural members (vertical or horizontal) 4,81,140.00 Kg 48.38 2,32,77,553.20 2,32,77,553.20

45 using ready mix Micro Concrete of approved brand where the thickness

of repair is more than 30 mm and upto 115 mm. It can be used for

carrying out extensive repairs to beams, columns and other structural

elements, repairing of structural members subjected to repetitive loading

& for Jacketing of beams, columns and other structural elements for

strengthening. Procedure for carrying out repairing/

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

Surface preparation- (separate payment shall be made ) All loose traces

of concrete or mortar, dust, grease oil, etc. must be removed. Damaged

or contaminated concrete shall be removed to obtain a keyed aggregate

exposed surface. Non-impact/ vibrating cleaning methods, e.g. grit or high

pressure water blasting are recommended. Cut the edges of the repair

vertically to a minimum depth of 20 mm. Clean all exposed reinforcement

to a minimum grade of Sa 2 according to ISO 8501-1 / ISO 2944-4. Ensure

back of reinforcing bar is also clean. Where reinforcing bars are corroded,

cut back the concrete to at least 20mm behind the reinforcing bars and

coat old and new with approved epoxy coating for corrosion protection

Water Powder ration Grit blast around the reinforcing bars to remove

corrosion products or any other method recommended by Engineer In

charge or Structural Consultant. Replace the affected part of reinforcing

bar if the diameter after grit blasting is found reduced by more than 20%

of the original diameter on the advice of the structural engineer

responsible for the works.

Bond Coat- (separate payment shall be made) Providing & applying One

coat of structural grade epoxy bond coat by brush conforming to ASTM-C-

882-87 to the prepared concrete surface to be repaired / strengthened

and micro concreting pouring shall be done when the surface is tacky.

Formwork – (No separate payment shall be made) The forms must be of

good quality, treated with a chemical release agent for smooth release,

provided with water drain holes, strong and well braced to withstand the

fluid pressure of the mortar until it hardens.

Only full bags are mixed. Damaged or opened bags should not be used.

Mix the ready mix Micro Concrete in a forced action pan mixer, or with a

helical paddle attached to a low speed (300-600rpm) mixer for 3 minutes

until a lump free, flowable consistency is achieved. Only use clean water.

Mixing water needed: 3.25 to 3.75 litres per 25kg bag or as recommended

by the Manufacturer of Micro Concrete. Allow the mortar to rest for 2 - 3

minutes and then remix briefly before pouring into formwork. If

temperature more than 40°C then use chilled water for mixing.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

Mortar application-

The minimum temperatures must be maintained during application and

for at least 24 hours thereafter for optimum curing of the product. The

prepared substrate should be presoaked, preferably for 24 hours, but at

least 2 hours before applying Ready Mix Micro Concrete ensure all water

is removed from formwork prior to installation and formwork is resealed.

Ready Mix Micro Concrete should be pumped or poured into the prepared

formwork until the void is filled. Pumping is recommended for larger

pours. Do not vibrate Ready Mix Micro Concrete as it could lead to

segregation. The formwork should be removed after 1-3 days and a curing

compound applied. If subsequent coats are to be applied the use of clear

polythene is recommended for the first three days after removal of

formwork. For repairs beyond 80m m to 100mm in thickness, extend

Ready Mix Micro Concrete with up to 25kg of 5-12mm sized washed,

saturated surface-dry (SSD), graded low absorption, high density

Protective coatings- (separate payment shall be made) Subsequent

coatings of any anticarbonation barriers or silane impregnations should be

applied if recommend by the Structural Engineer.

Minimum 7 days curing shall be done to the newly repaired/jacketed area

using any suitable method. Required Compressive strength (ASTM C109

7cm cube) Ready Mix Micro Concrete used on site shall be sent for

testing of compressive strength and minimum strength

required to be achieved is as follows –

1 Day-15 MPa, 3 Day-25 MPa, 7 Day-35 MPa, 28 Day-40 MPa.

Payment is to be made by weight premixed of micro concrete product

consumed as per site register records.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

39 PWD SSR Supplying, Drilling/Cleaning hole and injecting chemical. Application to be 200.00 No's 301.08 60,215.40 60,215.40

2022-23 designed separately for Rebars as Simply Supported, Moment or Splice

53.01 Connection as per EC2/TR 023 or relevant tested and accepted rebar

guidelines. The chemical should have ETA approval for seismic rebar as a

minimum qualifying criterion. Drilling hole with double flute type drill bits

or 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. The installation and the setting instructions should

be strictly followed as per the manufacturer’s recommendations. The

adequate diameter and embedment of rebars to be decided as per PROFIS

Rebar Software & the report to be submitted to the project manager/

design engineer for approval. Scanning before drilling to be done to avoid

hitting existing rebars. Re 500 -8mm dia 160mm depth

40 PWD SSR Supplying, Drilling/Cleaning hole and injecting chemical. Application to be 500.00 No's 573.66 2,86,828.50 2,86,828.50

2022-23 designed separately for Rebars as Simply Supported, Moment or Splice

53.02 Connection as per EC2/TR 023 or relevant tested and accepted rebar

guidelines. The chemical should have ETA approval for seismic rebar as a

minimum qualifying criterion. Drilling hole with double flute type drill bits

or 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. The installation and the setting instructions should

be strictly followed as per the manufacturer’s recommendations. The

adequate diameter and embedment of rebars to be decided as per PROFIS

Rebar Software & the report to be submitted to the project manager/

design engineer for approval. Scanning before drilling to be done to avoid

hitting existing rebars. Re 500 -10 mm dia 200mm depth

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

41 PWD SSR Supplying, Drilling/Cleaning hole and injecting chemical. Application to be 12,734.00 No's 670.30 85,35,587.47 85,35,587.47

2022-23 designed separately for Rebars as Simply Supported, Moment or Splice

53.03 Connection as per EC2/TR 023 or relevant tested and accepted rebar

guidelines. The chemical should have ETA approval for seismic rebar as a

minimum qualifying criterion. Drilling hole with double flute type drill bits

or 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. The installation and the setting instructions should

be strictly followed as per the manufacturer’s recommendations. The

adequate diameter and embedment of rebars to be decided as per PROFIS

Rebar Software & the report to be submitted to the project manager/

design engineer for approval. Scanning before drilling to be done to avoid

hitting existing rebars. Re 500 -12 mm dia 240mm depth

42 R3-CS-RF- Injection Grouting of Super low Viscosity Epoxy Grout System: Pressure 1.60 Cu.m 6,11,838.26 9,78,941.22 9,78,941.22

10 grouting Super low viscosity epoxy resin using injector till nozzles refused

to accept the grout under pressure of 3-4 Kg/cm2. Grout the material

through pre-fixed nozzles in the structural elements and subsequently

cutting /removal of nozzles and sealing of holes with putty Monitor the

leakages through other nozzles while grouting and seal them as per the

43 R3-CS-RF- Injection Grouting High Performance Polymer Cement Grout: Providing 2,232.50 Per 590.00 13,17,175.00 13,17,175.00

11 & injecting high performance non shrink, Antiwashout Polymer Cement 50KG

Grout per pack of 225gm for 50kg bag of cement as per manufacturer’s Bag Of

specifications into honeycombing area / porous concrete with suitable Cement

pump at pressure of 2.0 Kg/Cm2 and subsequently cutting /removal of

nozzles and sealing of holes with grout etc., complete. This does not

include the rate of cement bag.

44 PWD SSR Providing, drilling and fixing Nipples for pressure injection grouting of 4,465.00 No's 329.57 14,71,547.91 14,71,547.91

2022-23 polymer cement grout etc. complete

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

45 PWD SSR Filling voids/honeycomb with high pressure injection grouting of 4,465.00 Kg 271.34 12,11,537.57 12,11,537.57

2022-23 Polymer Cement Grout (10% of Polymer by Weight of Cement)

46 PWD SSR Strengthening structural elements by providing & fixing CARBON FIBER 250.00 Sq.m 7,756.14 19,39,035.00 19,39,035.00

2022-23 Surface preparation: Grinding concrete substrate, cleaning it with wire

51.151 brush removing oil, laitance if present, rounding sharp edges to min 25

mm radius etc. complete.Profiling: providing & Applying compatible

Mbrace primer on prepared substrate, Filling the holes and uneven

surface with high strength epoxy putty etc. complete IF Required.

Wrapping: Providing & Applying first coat of Saturant, cutting the carbon

fiber sheet to size, wrapping the fiber sheet to structural element at

desired orientation using tamping roller to avoid any air voids etc.

complete.Sand pasting: Providing & Applying second coat of Saturant

after min. 12 hrs, rectify air voids if any paste the rive sand on it to make

surface rough to take any further finishes(Mode of measurement: Per

sq.mt of Mbrace CF 400 sheet applied and not surface area of Concrete

application & Quantity will be measured including wastage) The rate

includes all type of material,application,equipment & scaffolding etc

complete. Rate is applicable for all height & level

47 PWD SSR Providing antitermite treatment to the sides of flooring of the 3,094.00 No's 32.21 99,670.12 99,670.12

2022-23 existing building as per I.S. 6313 (Part-III) by punching holes 6mm dia.

21.28 drilled at a distance of 30cm. centre to centre and injecting one percent

of chlorodane emulsion concentrate at the rate of 50 ml per hole and

sealing by filling putty etc. complete covering 2 years guarantee on bond

48 PWD SSR Providing antitermite treatment around the periphery of the existing 116.00 Rmt 83.01 9,629.51 9,629.51

2022-23 building as per I.S. 6313 (Part-III) by excavating trenches of 20cm width

21.29 and exposing the sides of columns and plinth beams upto a depth of

300mm and injecting one percent of chlorodane emulsion concentrate at

the rate of 2.25 litres per One Running Metre and refilling the trenches

etc. complete covering 2 years guarantee on bond paper.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

49 NS- 2 Providing unskilled labour for carrying out miscellaneous works during 100.00 No's 1,047.05 1,04,705.00 1,04,705.00

execution of the project, including but not limited to material handling,

shifting of materials, cleaning of work areas, loading and unloading,

assisting in erection and dismantling activities, chipping, drilling

assistance, housekeeping, protection of existing works, minor repair

works, and other incidental works as directed by the Engineer-in-Charge.

The rate shall include labour wages, supervision, tools and tackles, safety

PPE, insurance, statutory obligations, transportation, and all incidental

charges required for satisfactory completion of the work

2.6 Earth work in excavation by mechanical means (Hydraulic

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

width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-

2.7 Earth work in excavation by mechanical means (Hydraulic

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

width as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-in-charge.

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

banking excavated or stacked materials.

54 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides 500.00 Cu.m 196.00 98,000.00 98,000.00

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

each deposited layer by ramming and watering, lead up to 50 and for all

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

55 2.25(a) Excavating, supplying, stacking and filling of local earth (including 10.00 Cu.m 700.50 7,005.00 7,005.00

royalty) by mechanical transport upto a lead of 5km also including

ramming and watering of the earth in layers not exceeding 20 cm in

foundation trenches, plinth, sides of foundation etc. complete for all lift.

6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation

7.5 in superstructure above plinth level up to floor five level in :

57 6.5 Extra for brick work / AAC block masonry / Tile brick masonry in 263.21 Cu.m 169.45 44,600.99 44,600.99

superstructure above floor V level, for each four floors or part thereof by

mechanical means.

58 PWD SSR Providing Autoclaved Aerated Concrete Block masonary of 10.00 Cu.m 9,094.26 90,942.60 90,942.60

2022-23 conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar in

27.15 superstructure including striking joints, raking out joints and scaffolding

etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) -

59 PWD SSR Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at 5,000.00 Rmt 70.62 3,53,115.00 3,53,115.00

2022-23 the junction of R.C.C members and brick work, of approved quality

32.26 including fixing mesh in position by necessary drilling in concrete

/B.B.masonry and or tying by binding wire etc. complete.

60 PWD SSR Providing and applying one pack bonding coat between concrete 1,000.00 Sq.m 66.91 66,906.00 66,906.00

2022-23 members like RCC slabs, columns, beams, chajjas, pardis etc and cement

50.09 mortar plaster of approved make & approved by Engineer in charge.

Clean the concrete surface thoroughly to remove dust, dirt, grime,

deshuttering oils and rub down to a clean surface. Apply bonding coat of

approved make & approved by Engineer in charge by spray on the entire

concrete surface. Provide a lean cement - sand dash coat over the same.

Allow the dash coat to set for around 24 hours. Further plastering as per

specifications can continue.

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

61 NS- 3 Providing and applying factory manufactured ready mix cement plaster of 500.00 Sq.m 527.50 2,63,750.00 2,63,750.00

approved make, 12 mm average thickness, consisting of free flowing

granular grey premixed material with selective processed sand, mixed

with clean water in proportion as recommended by manufacturer

(approx. 6.8 to 7.6 litres per 40 kg bag), having compressive strength not

less than 8 MPa, flexural strength not less than 2 MPa, pull out bond

strength not less than 0.3 MPa, including surface preparation,

hacking/raking of joints wherever required, scaffolding, mixing,

application, finishing true to line, level and plumb, curing for minimum 3

days, and all labour, materials, tools & plants complete as per

manufacturer’s specifications and direction of Engineer-in-Charge.

62 13.78 Providing and applying 12 mm thick (average) premixed formulated one 500.00 Sq.m 468.90 2,34,450.00 2,34,450.00

coat gypsum lightweight plaster having additives and light weight

aggregates as vermiculite/ perlite respectively conforming to IS: 2547

(Part - 1 & II) 1976, applied on hacked / uneven background such as bare

brick/ block/ RCC work on walls & ceiling at all floors and locations,

finished in smooth line and level etc. complete.

63 NS- 4 Providing and applying factory manufactured ready mix cement plaster of 5,812.00 Sq.m 873.75 50,78,235.00 50,78,235.00

approved make, 20 mm average thickness, consisting of free flowing

granular grey premixed material with selective processed sand, mixed

with clean water in proportion as recommended by manufacturer

(approx. 6.8 to 7.6 litres per 40 kg bag), having compressive strength not

less than 8 MPa, flexural strength not less than 2 MPa, pull out bond

strength not less than 0.3 MPa, including surface preparation,

hacking/raking of joints wherever required, scaffolding, mixing,

application, finishing true to line, level and plumb, curing for minimum 3

days, and all labour, materials, tools & plants complete as per

manufacturer’s specifications and direction of Engineer-in-Charge.

13.37 White washing with lime to give an even shade :

64 13.37.1 New work (three or more coats) 100.00 Sq.m 39.05 3,905.00 3,905.00

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

13.85 Applying priming coats with primer of approved brand and manufacture,

having low VOC (Volatile Organic Compound ) content.

65 13.85.3 With water thinnable cement primer on wall surface having VOC content 500.00 Sq.m 73.95 36,975.00 36,975.00

less than 50 grams/litre

66 13.8 Providing and applying white cement based putty of average thickness 1 500.00 Sq.m 156.05 78,025.00 78,025.00

mm, of approved brand and manufacturer, over the plastered wall surface

to prepare the surface even and smooth complete.

13.83 Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

litre of approved brand and manufacture, including applying additional

coats wherever required to achieve even shade and colour.

MDSR Finishing walls with textured Interior/ exterior paint of required shade :

68 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and 100.00 Sq.m 223.60 22,360.00 22,360.00

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

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade:

69 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and 100.00 Sq.m 171.10 17,110.00 17,110.00

including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

70 PWD SSR Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV 5,812.00 Sq.m 646.76 37,58,957.50 37,58,957.50

2022-23 resistant, Solvent based Pure Aliphatic Acrylate System- on the exterior

47.19 faces of Buildings Protection against ION penetration, carbonation,UV

radiations and wethering effect conforming to ASTM D 4541-02 having

Electrochemical impedance of 107 Ω and achieving dry film thickness of

minimum 200 microns in a primer coat followed by two top coats using

brush or spray after complete cleaning & removal of oil, grease or loose

particles from the surface etc. complete

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

71 PWD SSR Providing and applying epoxy paint primer with middle coat and top coat 500.00 Sq.m 861.11 4,30,552.50 4,30,552.50

2022-23 to superstructure including scaffolding etc complete

72 PWD SSR Providing and applying Texture plaster with finishing with texture 5,812.00 Sq.m 778.09 45,22,270.70 45,22,270.70

2022-23 material of approved make in 3 to 4 millimeter thickness on previously

32.32 plastered surface, including Plaster Groove 6mm thickness or Tape

Grooves 35 to 45 mm thickness or as required, in all position

including preparing the surface, scaffolding etc. complete.

73 16.83 Taking out existing CC interlocking paver blocks from footpath/ central 921.68 Sq.m 131.75 1,21,431.34 1,21,431.34

verge, including removal of rubbish etc., disposal of unserviceable

material to the dumping ground, for which payment shall be made

separately and stacking of serviceable material within 50 metre lead as

per direction of Engineer-in-Charge.

74 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 921.68 Sq.m 218.90 2,01,755.75 2,01,755.75

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.

75 R3-CS-EW- Providing & Laying dry stone Rubble Soling with average 230 mm size 217.74 Cu.m 2,872.12 6,25,365.07 6,25,365.07

26 hard stone set in regular lines, handpacked and interstices thoroughly

filled with small chips including filling in with good quality murum brought

from outside, compacting with iron rammers, watering, sand spreading

12mm thk. layer of grit on top etc complete as directed by Engineer In

Charge. (Note: The rate includes the royalty and other taxes if any)

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

form work for : ( For Plain cement concrete)

76 4.3.1 Foundations, footings, bases for columns 34.20 Sq.m 392.15 13,411.53 13,411.53

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

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

cement concrete for plain cement concrete work; using coarse aggregate

and fine aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in

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

of concrete, to improve durability and workability without impairing

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

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

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

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

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

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

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

cost of extra cement.

4.20.1 All works upto plinth level :

77 4.20.1.3 Concrete of M20 grade with minimum cement content of 270 kg /cum 142.00 Cu.m 9,212.60 13,08,207.63 13,08,207.63

16.91 Providing and laying factory made chamfered edge Cement Concrete

paver blocks in footpath, parks, lawns, drive ways or light traffic parking

etc, of required strength, thickness & size/ shape, made by table vibratory

method using PU mould, laid in required colour & pattern over 50mm

thick compacted bed of sand, compacting and proper embedding/laying

of inter locking paver blocks into the sand bedding layer through vibratory

compaction by using plate vibrator, filling the joints with sand and cutting

of paver blocks as per required size and pattern, finishing and sweeping

extra sand. complete all as per direction of Engineer-in-Charge.

78 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design 921.68 Sq.m 1,091.50 10,06,013.72 10,06,013.72

Digitally signed by VIVEK

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

79 16.69 Providing and laying at or near ground level factory made kerb stone of M- 17.40 Cu.m 10,117.60 1,76,046.24 1,76,046.24

25 grade cement concrete in position to the required line, level and

curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without grooves (thickness of joints except

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

opening wherever required complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall be measured to calculate

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

Engineer-in-charge).

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

form for- (For RCC works)

80 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 10.08 Sq.m 392.15 3,952.87 3,952.87

81 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and 308.00 Sq.m 842.50 2,59,490.00 2,59,490.00

string courses etc.

82 5.9.3 Suspended floors, roofs, landings, balconies and access platform 846.00 Sq.m 927.25 7,84,453.50 7,84,453.50

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

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

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

of concrete, to improve durability and workability without impairing

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

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

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

following grades of concrete.

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

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

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

5.33.1 All works upto plinth level

83 5.33.1.3 Concrete of M35 grade with minimum cement content of 370 kg /cum 26.95 Cu.m 9,806.70 2,64,290.57 2,64,290.57

5.33.2 All works above plinth level upto floor V level

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MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

84 5.33.2.3 Concrete of M35 grade with minimum cement content of 370 kg /cum 159.03 Cu.m 10,162.35 16,16,118.52 16,16,118.52

85 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four 89.04 Cu.m 355.65 31,667.08 31,667.08

floors or part thereof.

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

5.22 bending, placing in position and binding all complete at all levels.

86 MDSR Corrosion Resistant Steel (500 CRS D) or more 32,428.40 Kg 107.85 34,97,402.94 34,97,402.94

22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

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

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before

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

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

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge over 20 mm thick layer of cement mortar

of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing

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

required slope and treating similarly the adjoining walls upto 300 mm

height including rounding of junctions of walls and slabs.

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

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

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

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

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

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

conforming to IS : 2645 and approved by 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.

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

minimum period of two weeks for curing and for final test.“All above

operations to be done in order and as directed and specified by the

Engineer-in-Charge :

87 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 973.00 Sq.m 1,684.60 16,39,115.80 16,39,115.80

88 PWD SSR Providing waterproofing in W.C. and bath including brick bat coba in all 32.00 Cu.m 8,194.10 2,62,211.15 2,62,211.15

2022-23 position including providing and laying 12mm bedding in cement

31.26 mortor 1:3 on vergin concrete slab with waterproofing compound @

1Kilogram/per bag of cement laying brick bat coba of required thickness

in cm 1:5 with waterproofing compound 1 Kilogram/bag of cement

grouting and finishing the top layer with 20mm thick brick bedding in cm

mortor 1:3 with waterproofing compound 1 Kilogram/per bag of cement

and testing the treated portion for 48 hours by pond test and covering ten

years' guarantee on requisite stamp paper including curing etc. complete.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

89 PWD SSR Waterproofing Treatment to plastered surface of toilet & bathroom 1,039.00 Sq.m 557.55 5,79,294.45 5,79,294.45

2022-23 walls minimum up to 90 cm (Dado) by using 2-(methoxycarbonyl)-1-

52.23 propene-Butyl-2 propenoate (MPBP) based polymeric waterproofing

solution as approved by Engineer in charge. Clean the entire surface

thoroughly and over this prepared surface, apply three coats of 2-

(methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) based

polymeric waterproofing solution as approved by Engineer in

charge.While the 3 coat is wet broadcast sand on the surface. Provide 20

mm thick cement plaster in CM 1:3 with one pouch of 330 grams of

thorough blend of special cements, aldehyde based polymers, shrinkage

compensating agents as approved by Engineer in charge per 50 Kg bag of

cement including all lead, lifts ,curing etc complete. Acrylic Polymeric

Waterproofing Coating for Concrete and Masonry should have following

minimum properties:

1. Elongation % (ASTM D412-2016): @ 100%

2. Tensile Strength N/mm2 (ASTM D412-2016): 3.3

3. Specific Gravity: 1.02 ± 0.02

4. Total Solids (ASTM D1644-2012): 43.98

5. Hardness Shore A (ASTM D2240-2015): 82

It shall be applied as per manufacturer’s specification.

90 22.22 Providing and mixing integral crystalline admixture for water proofing 58.24 Kg 388.00 22,597.12 22,597.12

treatment to RCC structures like basement raft, retaining walls, reservior,

sewage & water treatment plant, tunnels / subway and bridge deck etc. at

the time of transporting of concrete into the drum of the ready-mix truck ,

using integral crystalline admixture @0.80% (minimum) to the weight of

cement content per cubic meter of concrete) or higher as recommended

by the manufacturer's specification in reinforced cement concrete at site

of work. The material shall meet the requirements as specified in ACI-212-

3R-2010 i.e. by reducing permeability of concrete by more than 90%,

compared with control concrete as per DIN 1048 and resistant to 16 bar

hydrostatic pressure. The crystalline admixture shall be capable of self-

healing of cracks up to a width of 0.50mm. The work shall be carried out

all complete as per specification and the direction of the Engineer-in-

charge. The product performance shall carry guarantee for 10 years

against any leakage.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

22.23 Providing and applying integral crystalline slurry of hydrophilic in nature

for waterproofing treatment to the RCC structures like retaining walls of

the basement, water tanks, roof slabs, podiums, reservior, sewage &

water treatment plant, tunnels / subway and bridge deck etc., prepared

by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts

water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1

part water) for horizontal surfaces and applying the same from negative

(internal) side with the help of synthetic fiber brush. The material shall

meet the requirements as specified in ACI-212-3R-2010 i.e by reducing

permeability of concrete by more than 90% compared with control

concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be capable of self-healing of

cracks up to a width of 0.50mm. The work shall be carried out all

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

The product performance shall carry guarantee for 10 years against any

91 22.23.1 For vertical surface two coats @ 0.70 kg per sqm per coat 148.00 Sq.m 472.90 69,989.20 69,989.20

92 22.23.2 For horizontal surface one coat @1.10 kg per sqm. 3,184.00 Sq.m 362.80 11,55,155.20 11,55,155.20

93 PWD SSR Providing and applying a base coat comprising of 64.00 Sq.m 1,569.81 1,00,468.03 1,00,468.03

2022-23 1KilogramPolydee-MC and 1Kilogramfresh cement after wetting the

31.11 surface followed by drying the surface for 2 days, apply primer coat of

TP-40 and after drying, applying Polydee-11 two component (mixing

ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water

tank in two coats with time interval of minimum 8 hrs. covering 7 years

guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete.

22.1 Providing and laying integral cement based treatment for water proofing

on horizontal surface at all depth below ground level for under ground

structures as directed by Engineer-in-Charge and consisting of :

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone

slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse

sand) including applying of twice ( at base and top of mortar ) cement

slurry @ 2.2kg/m2 (each time) mixed with water proofing compound

conforming to IS:2645 in the recommended proportion over the leveling

course (leveling course to be paid separately). Joints sealed and grouted

with cement slurry mixed with water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand)

mixed with water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size

spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

22.2 Providing and laying integral cement based treatment for water proofing

on the vertical surface by fixing specified stone slab 22 mm to 25 mm

thick with cement slurry mixed with water proofing compound

conforming to IS:2645 in recommended proportions with a gap of 20 mm

(minimum) between stone slabs and the receiving surfaces and filling the

gaps with neat cement slurry mixed with water proofing compound and

finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3

coarse sand) 20 mm thick with neat cement punning mixed with water

proofing compound in recommended proportion complete at all levels

and as directed by Engineer-in-charge :

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REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

96 22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm 32.00 Rmt 573.45 18,350.40 18,350.40

thick in linear meter (expansive nature) for construction joints treatment

of RCC structure such as raft slab, retaining walls, water storage tank and

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

surface, one coat of required primer for swellable water stop tape shall be

applied throughout the length of the joint @3.78 litre per 240 running

meter. Over the primed surface swellable type water stop tape shall be

placed. The work shall be carried out all complete as per specification and

the direction of the Engineer-In-Charge. The product performance shall

carry guarantee for 10 years against any leakage.

97 PWD SSR Providing and laying telephone black / Amba White / Cadburybrown 896.20 Sq.m 5,442.40 48,77,478.47 48,77,478.47

2022-23 / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door

33.68 frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with

polymer base filler nosing/moulding the sharp edges wherever necessary,

curing, etc. complete.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

PWD SSR Providing and fixing of factory made uPVC casement window / Fixed

2022-23 Window & Casement Door (White Colour) comprising uPVC multi-

54.09 chambered frame, Sash, & Mullion with wall thickness of 2.3mm (+-0.2

mm ), duly reinforced with G.I. section 1.5 mm, wherever required. uPVC

window & door profile shall be made in India & shall conform to BS EN

12608 and other standards as mentioned below: S.No. Name of the

test Test Method Specified Parameter

1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 Vicat

Softening Temperature EN ISO – 306 Shall not be < 750C

3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m2

4 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm2

5 Mean Breaking Stress for welded corner

(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2

(b) For the compression bending test Shall not be < 30N/mm2

6 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %

7 Surface Spread of flame BS : 476 - Part 7 Classification 1

8 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable

9 Tensile modulus ASTM D 638 Shall not be < 35 MPa

10 Shear Modulus ASTM D 732 Shall not be < 220 MPa

11 Tensile Strength EN ISO 527 Shall not be < 30 MPa. All corners of frame

will be fusion welded. Mullion shall be welded / screwed. EPDM / TPE

Gasket shall be

provided in all frame, sash & mullion, wherever necessary.Thereafter, 5

Annealed glass shall be provided in the sash with the help of uPVC glazing

98 a bead and Window (Big Series) frame of size 67 x 62 mm & Sash / Mullion

of size 67 x 78 mm.

99 c Fixed Window (Big Series) frame of size 67 x 62 mm & Mullion (if required) 25.00 Sq.m 10,335.74 2,58,393.45 2,58,393.45

of size 67 x 78 mm

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

PWD SSR Providing and fixing of factory made uPVC Sliding window & door (White

2022-23 Colour) complete, comprising uPVC multi-chambered frame having in-

54.08 built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm

(+-0.2 mm), duly reinforced with G.I. section 1.5 mm, wherever required.

uPVC window & door profile shall be made in India & shall conform to BS

EN 12608 and other standards as mentioned below: S.No.

Name of the test Test Method Specified Parameter

1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 Vicat

Softening Temperature EN ISO – 306 Shall not be < 750C

3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m2

4 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm2

5 Mean Breaking Stress for welded corner

(a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2

(b) For the compression bending test Shall not be < 30N/mm2

6 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 %

7 Surface Spread of flame BS : 476 - Part 7 Classification 1

8 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable

9 Tensile modulus ASTM D 638 Shall not be < 35 MPa

10 Shear Modulus ASTM D 732 Shall not be < 220 MPa

11 Tensile Strength EN ISO 527 Shall not be < 30 MPa

All corners of frame and sash will be fusion welded. After placing 5 mm

Float Annealed glass in the sash, uPVC glazing bead, interlock, EPDM / TPE

gasket, brush shall be provided including touch lock and rollers & proper

drainage system shall be provided.

Window / Door will be fixed to the wall with 100mm long and 8mm dia.

Fasteners and complete in all respect as per direction of Engineer-In-

100 c Charge.

Track with WindowGlass

+ 1 Mesh areSash

warranted for ashall

(Each sash period of ten

width of window) (Big Series) Window frame of size 122 x 54 mm & Sash

of size 64 x 47 mm.

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

etc. with M.S. flats, square or round bars etc. including priming coat with

approved steel primer all complete.

101 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. 500.00 Kg 238.35 1,19,175.00 1,19,175.00

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

102 10.1 Structural steel work in single section, fixed with or without connecting 20,289.00 Kg 117.35 23,80,914.15 23,80,914.15

plate, including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer all complete.

103 10.2 Structural steel work riveted, bolted or welded in built up sections, 500.00 Kg 133.70 66,850.00 66,850.00

trusses and framed work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete.

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

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

primer using structural steel etc. as required.

104 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered 500.00 Kg 123.60 61,800.00 61,800.00

plate wherever required, all complete

105 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow 100.00 Kg 772.40 77,240.00 77,240.00

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

and making curvature (wherever required) and fitting the same with

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

necessary accessories & stainless steel dash fasteners , stainless steel bolts

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

suitable arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

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

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

106 NS- 5 Providing & installing pre insulated roof panels of trapezoidal micro 676.30 Sq.m 5,121.50 34,63,670.45 34,63,670.45

ribbed of approved colour RAL 9002 or similar make. The thickness of roof

panel shall be 60mm including 0.50 mm pre painted galvalume steel on

both sides. The sheet grade shall be of 300 Mpa with silicone modified

polyester (SMP) type of coating with 150 GSM. The roof panel shall be fire

safe and shall have minimum density of 40 kg/cum. The panels shall be

jointless and shall have length up to 11.8 mtr. The panel width shall be 1.1

mts approx. The thermal conductivity of roof panel is as minimum as

0.018W/mk. The core shall be made of self-blended hybrid insulation core

with composition of foam based closed cell structure. The panel shall be

made up of green material and shall be suitable for internal and external

areas for application.

107 25.1 Providing and supplying aluminium extruded tubular and other aluminium 4,500.00 Kg 414.30 18,64,350.00 18,64,350.00

sections as per the architectural drawings and approved shop drawings ,

the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including

super durable powder coating of 60-80 microns conforming to AAMA

2604 of required colour and shade as approved by the Engineer-in-Charge.

( The item includes cost of material such as cleats, sleeves, screws etc.

necessary for fabrication of extruded aluminium frame work. Nothing

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

section shall be taken for purpose of payment.

108 8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall 258.56 Sq.m 5,015.05 12,96,715.00 12,96,715.00

with Aluminium Composite Panel Cladding, with open grooves for linear

as well as curvilinear portions of the building , for all heights and all levels

etc. including:

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

pressure equalisation or rain screen principle as required, proper drainage

of water to make it watertight including checking of all the structural and

functional design.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

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

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The aluminium composite panel

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

based fluoropolymer resin coating of approved colour and shade on face #

1 and polymer (Service) coating on face # 2 as specified using stainless

steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

movement, fasteners, SS 316 Pins and anchor bolts of approved make in

SS 316, Nylon separators to prevent bi-metallic contacts all complete

required to perform as per specification and drawing The item includes

cost of all material & labour component, the cost of all mock ups at site,

cost of all samples of the individual components for testing in an

approved laboratory, field tests on the assembled working curtain wall

with aluminium composite panel cladding, cleaning and protection of the

curtain wall with aluminium composite panel cladding till the handing

over of the building for occupation. Base frame work for ACP cladding is

payable under the relevant aluminium item.s The Contractor shall provide

curtain wall with aluminium composite panel cladding, having all the

performance characteristics all complete , as per the Architectural

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

drawings and as directed by the Engineer-in-Charge. However, for the

purpose of payment, only the actual area on the external face of the

curtain wall with Aluminum Composite Panel Cladding (including width of

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

109 1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in

surface/ recessed steel conduit, with piano type switch, phenolic

laminated sheet, suitable size MS box and earthing the point with 1.5

sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITIES

SR.NO CPWD DSR DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

2023 CPWD DSR 2023 NON DSR ITEMS

TOTAL FOR WORK PORTION 'A'- CIVIL & RETROFITTING WORKS 17,25,50,722.72 2,72,62,195.66 14,52,88,527.06

APPLYING COST INDEX OF 1.17 ON CPWD DSR 2023 ITEMS & GST 3,10,35,556.16 14,52,88,527.06

CORRECTION FACTOR 0.973 ON A

GRAND TOTAL 17,63,24,083.22

GRAND TOTAL 17,63,24,083.22

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

PLUMBING WORKS'

Note: 1) All Sanitary fixture, Water supply fixture & all equipments shall be as

per GRIHA requirement compliance

1.00 17 SUB HEAD- SANITARY INSTALLATIONS

(CPWD DSR 2023)

1.01 17.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 11.00 Each 6,945.00 76,395.00 76,395.00 `

(CPWD DSR 2023) with C.I. brackets and stainless steel plug 40 mm, including painting of fittings

and brackets, cutting and making good the walls wherever required :

Kitchen sink with drain board 510x1040 mm bowl depth 250 mm

1.02 17.10.2.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 4.00 Each 4,940.80 19,763.20 19,763.20

(CPWD DSR 2023) with C.I. brackets and stainless steel plug 40 mm, including painting of fittings

and brackets, cutting and making good the walls wherever required :

Kitchen sink without drain board 610x510 mm bowl depth 200 mm

1.03 NS- 1 Providing and fixing HDPE pipes complete with HDPE fittings with EN 12056 in 56.25 Metre 1,770.60 99,596.25 99,596.25

conjunction with DIN 1986-100 and EN 752,Linear expansion: 0.17 mm/m*K.

Temperature resistance: up to 80 °C, short-term 100 °C. Building material class:

DIN 4102-B2, normally inflammable complete as directed by Engineer-in-

Charge.50 mm dia nominal bore

1.04 NS- 2 Providing and fixing HDPE pipes complete with HDPE fittings with EN 12056 in 281.25 Metre 2,180.20 6,13,181.25 6,13,181.25

conjunction with DIN 1986-100 and EN 752,Linear expansion: 0.17 mm/m*K.

Temperature resistance: up to 80 °C, short-term 100 °C. Building material class:

DIN 4102-B2, normally inflammable complete as directed by Engineer-in-

Charge.80 mm dia nominal bore

1.05 NS- 3 Providing and fixing HDPE pipes complete with HDPE fittings with EN 12056 in 281.25 Metre 6,542.10 18,39,965.63 18,39,965.63

conjunction with DIN 1986-100 and EN 752,Linear expansion: 0.17 mm/m*K.

Temperature resistance: up to 80 °C, short-term 100 °C. Building material class:

DIN 4102-B2, normally inflammable complete as directed by Engineer-in-

Charge.100 mm dia nominal bore

1.06 NS- 4 Providing and fixing HDPE pipes complete with HDPE fittings with EN 12056 in 368.75 Metre 8,850.65 32,63,677.19 32,63,677.19

conjunction with DIN 1986-100 and EN 752,Linear expansion: 0.17 mm/m*K.

Temperature resistance: up to 80 °C, short-term 100 °C. Building material class:

DIN 4102-B2, normally inflammable complete as directed by Engineer-in-

Charge.150 mm dia nominal bore

1.07 NS- 5 Providing and fixing 75mm dia Nahani Trap / Multi Nahani Trap with minimum 47.00 Nos 3,496.00 1,64,312.00 1,64,312.00

50 mm water seal, including jointing, testing, making connections to the waste

pipe system, cutting and making good, complete as directed by the Engineer-in-

1.08 R3-CS-PS- 218-a Supplying &Fixing screwed cast brass cleanout plug with suitable inset keys & 20.00 Nos 1,801.00 36,020.00 36,020.00

(MCGM SOR 23-24) opening, male threaded joint with EPDM rubber gasket jointng as pe DIN-

1.09 R3-CS-PS- 218-b Supplying &Fixing screwed cast brass cleanout plug with suitable inset keys & 12.00 Nos 2,123.00 25,476.00 25,476.00

(MCGM SOR 23-24) opening, male threaded joint with EPDM rubber gasket jointng as pe DIN-

1.10 R3-CS-PS- 218-c Supplying &Fixing screwed cast brass cleanout plug with suitable inset keys & 8.00 Nos 4,055.00 32,440.00 32,440.00

(MCGM SOR 23-24) opening, male threaded joint with EPDM rubber gasket jointng as pe DIN-

1.11 NS- 6 Providing and fixing GI Anchor Fastner 12mm dia,GI threaded rod 12mm dia,& 40.00 Each 267.60 10,704.00 10,704.00

GI Hanger clamp with nuts and washer of required size for ceiling suspended

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

1.12 17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/

(CPWD DSR 2023) cast iron (spun) pipes comprising of the help of galavinized iron of 6mm of

required size brackets made of 50x5 mm flat of specified shape, projecting 75

mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion

hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface

and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets

with the help of G.I U bolts of 6mm dia of required of size Nuts & washers.

A 17.77.1 Total bracket length 580 mm of approved shape and design (for single 46.00 Each 304.05 13,986.30 13,986.30

(CPWD DSR 2023) 150/100/75mm dia pipe)

B 17.77.2 Total bracket length 810 mm of approved shape and design (for two 46.00 Each 378.10 17,392.60 17,392.60

(CPWD DSR 2023) 150/100/75mm dia pipes)

C 17.77.3 Total bracket length 1040 mm of approved shape and design (for three 46.00 Each 451.90 20,787.40 20,787.40

(CPWD DSR 2023) 150/100/75mm dia pipes)

1.13 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 9.00 No 6,767.40 60,906.60 60,906.60

(CPWD DSR 2023) mm sand cast Iron P or S trap, and Metropole Flush Valve Dual Flow 32Mm Size

(Concealed Body) With Exposed Shut Off Provision (2.0/4.0 Lts. Per Flushing)

with all fittings and fixures complete including cutting and making good the wall

and floors wherever required complete as directed by Engineer-in-Charge

(Contractor Shall Provide 10 year Warrantee certificate and Manufacturer's Test

Certificate including copy of invoice of each item).

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

type foot rests

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

1.14 NS- 7 Providing and fixing white vitreous china Rimless Wall Hung Wc With Uf Soft 12.00 Each 15,470.48 1,85,645.76 1,85,645.76

Close Slim Seat Cover, Hinges, Accessories Set, Size: 380X515X360 and

Metropole Flush Valve Dual Flow 32Mm Size (Concealed Body) With Exposed

Shut Off Provision (2.0/4.0 Lts. Per Flushing) with all fittings and fixures

complete including cutting and making good the wall and floors wherever

required complete as directed by Engineer-in-Charge (Contractor Shall Provide

10 year Warrantee certificate and Manufacturer's Test Certificate including copy

of invoice of each item).

1.15 NS- 8 Providing and fixing white vitreous china square Under Counter Basin With 20.00 SET 4,468.81 89,376.20 89,376.20

Fixing Accessories, Size: 485X370X205 Mm, Shape: Rectangular , with Waste

Coupling 32Mm Size Half Thread With 80Mm Height , basin waste 32mm size

with 300 mm &190 mm long wall connections pipe and wall flange , Bottle

Trap (With Internal Partition) 32Mm Size With 250Mm & 190Mm Long Wall

Connection Pipes & Wall Flange and with painting complete including cutting

and making good the walls where required complete as directed by Engineer-in-

Charge(Contractor Shall Provide 10 year Warrantee certificate and

Manufacturer's Test Certificate including copy of invoice of each item).

1.16 NS- 9 Providing and fixing white vitreous china Wall Hung Flat Back Urinal (Back Inlet) 10.00 SET 21,688.50 2,16,885.00 2,16,885.00

With Fixing Accessories, Size: 385X325X635 Mm and Sensor Concealed Type

Flush Valve For Urinal Complete Set With Installation Box & Control Valve With

1.5 Lpf At 3 Bar Pressure (9V Transformer) with all fittings and fixures complete

including cutting and making good the wall and floors wherever required

complete as directed by Engineer-in-Charge (Contractor Shall Provide 10 year

Warrantee certificate and Manufacturer's Test Certificate including copy of

invoice of each item).

1.17 NS- 10 Providing and fixing white vitreous china Rimless Blind Installation Wall Hung 1.00 SET 19,083.56 19,083.56 19,083.56

Wc With Uf Soft Close Slim Seat Cover, Hinges And Accessories Set, Size:

380X525X375 Mm and Pressmatic flush valve capcity 2 litre/4 litre make with

all fittings and fixures complete including cutting and making good the wall and

floors wherever required complete as directed by Engineer-in-Charge

(Contractor Shall Provide 10 year Warrantee certificate and Manufacturer's Test

Certificate including copy of invoice of each item).

1.18 NS- 11 Providing and fixing white vitreous china Thin Rim Table Top Basin, 1.00 SET 7,078.83 7,078.83 7,078.83

Size:495X395X150 Mm, Shape - Rectangular of make,with Click Clack Waste

32Mm Size Full Thread With 130Mm Height ,Bottle Trap (With Internal

Partition) 32Mm Size With 250Mm & 190Mm Long Wall Connection Pipes &

Wall Flange and with painting complete including cutting and making good the

walls where required complete as directed by Engineer-in-Charge(Contractor

Shall Provide 10 year Warrantee certificate and Manufacturer's Test Certificate

including copy of invoice of each item).

1.19 NS- 12 Providing and fixing white vitreous china Rimless Wall Hung Wc With Uf Soft 3.00 SET 24,211.24 72,633.72 72,633.72

Close Slim Seat Cover, Hinges, Accessories Set, Size: 380X515X360 Mm and

with Sensor Concealed Type Flushing Valve For Western Commode Complete

Set With Provision For Manual Operation Also & Flow Restrictor 4.0 Lpf At 3

Bar Pressure (Battery Operated) with all fittings and fixures complete including

cutting and making good the wall and floors wherever required complete as

directed by Engineer-in-Charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

1.20 NS- 13 Supplying and fixing in position 600 x 450mm MD 12.5 MT FRP Gratings for 83.33 each 3,884.10 3,23,675.00 3,23,675.00

storm water drain in requred sizes, thickness and shapes as per the Architectural

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

1.21 NS- 14 Providing and fixing factory made precast FRP drain covers with frame, having 10.00 each 4,150.05 41,500.50 41,500.50

strength of 5 ton, of size 450 x 900 complete, all as per direction of Engineer-in-

1.22 NS- 15 Providing and fixing factory made precast FRP drain covers with frame, having 5.00 each 5,909.75 29,548.75 29,548.75

strength of 5 ton, of size 600 x 900 complete, all as per direction of Engineer-in-

1.23 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

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

IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

(CPWD DSR 2023)

(CPWD DSR 2023)

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

1.24 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/

(CPWD DSR 2023) accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592

Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm

gap for thermal expansion.

1.25 12.42.1 Coupler

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

1.26 12.42.4 Single tee without door

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

1.28 12.42.6 Shoe (Plain)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

1.29 R3-CS-PS-259 Providing & Fixing 100mm diameter Nahani trap Jali in steel finish with 47.00 Each 437.00 20,539.00 20,539.00

(MCGM SOR 23-24) necessary fixing required to make the item well functional.

2.00 18 SUB HEAD- WATER SUPPLY

(CPWD DSR 2023)

2.01 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

(CPWD DSR 2023) stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step CPVC solvent cement and testing of

joints complete as per direction of Engineer in Charge.Internal work - Exposed

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.01 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

(CPWD DSR 2023) stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of

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

chases and making good the same including testing of joints complete as per

direction of Engineer in Charge. Concealed work, including cutting chases and

making good the walls etc.

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

2.02 NS- 20 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 48.00 Metre 1,175.95 56,445.60 56,445.60

stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of

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

chases and making good the same including testing of joints complete as per

direction of Engineer in Charge. Concealed work, including cutting chases and

making good the walls etc.

40 mm nominal outer dia Pipes

2.03 NS- 21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal 48.00 Metre 1,730.15 83,047.20 83,047.20

stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of

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

chases and making good the same including testing of joints complete as per

direction of Engineer in Charge. Concealed work, including cutting chases and

making good the walls etc.

50 mm nominal outer dia Pipes

2.04 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal

(CPWD DSR 2023) stability for hot & cold water supply including all CPVC plain & brass threaded

fittings This includes jointing of pipes & fittings with one step CPVC solvent

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

Engineer in Charge.

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.05 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting

(CPWD DSR 2023) and making good the walls etc. Internal work - Exposed on wall

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.06 NS- 22 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting 96.00 Metre 1,189.10 1,14,153.60 1,14,153.60

and making good the walls etc. Internal work - Exposed on wall

65 mm dia nominal bore

2.07 NS- 23 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting 96.00 Metre 1,467.95 1,40,923.20 1,40,923.20

and making good the walls etc. Internal work - Exposed on wall

80 mm dia nominal bore

2.08 NS- 24 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting 30.00 Metre 1,865.60 55,968.00 55,968.00

and making good the walls etc. Internal work - Exposed on wall

100 mm dia nominal bore

2.09 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and

(CPWD DSR 2023) refilling etc. External work

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.10 27.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating

(CPWD M&E 2025) with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers,

gaskets conforming to IS 13095 of following sizes as required:

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

2.11 27.14 Providing, installation, testing and commissioning of non-return valve of

(CPWD M&E 2025) following sizes confirming to IS: 5312 complete with rubber gasket, Gl bolts,

nuts, washers etc. as required:

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

2.12 27.15 Providing, installation, testing and commissioning of stainless steel Y-strainer

(CPWD M&E 2025) fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia

holes with stainless steel flange.

(CPWD M&E 2025)

(CPWD M&E 2025)

(CPWD M&E 2025)

2.13 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint

(CPWD DSR 2023) of approved quality :

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.14 18.41 Providing and filling sand of grading zone V or coarser grade, allround the G.I.

(CPWD DSR 2023) pipes in external work :

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.15 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions.This

(CPWD DSR 2023) includes jointing of pipes & required all fittings complete as per direction of

Engineer in Charge.

18.21.2 45 cm length

(CPWD DSR 2023)

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

(CPWD DSR 2023)

2.16 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the

(CPWD DSR 2023) pipe and making long screws etc. complete (New work) :

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

2.17 NS- 25 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the 80.00 Each 1,270.35 1,01,628.00 1,01,628.00

pipe and making long screws etc. complete (New work) :

100 mm dia nominal bore

2.18 NS- 26 Providing and fixing of pressure reducing station with 1nos pressure reducing 1.00 Each 16,191.60 16,191.60 16,191.60

valve, 1 nos pressure relief valve, 2 nos pressure gauge, 3 nos ball valve, 1 nos

strainer,bypass arrangement complete as per standard drawing and complete as

per the direction of Engineer-in-charge. 25 mm dia nominal bore.

2.19 NS- 27 Providing and fixing of pressure reducing station with 1nos pressure reducing 1.00 Each 19,995.75 19,995.75 19,995.75

valve, 1 nos pressure relief valve, 2 nos pressure gauge, 3 nos ball valve, 1 nos

strainer,bypass arrangement complete as per standard drawing and complete as

per the direction of Engineer-in-charge. 32 mm dia nominal bore.

2.20 NS- 28 Providing and fixing of pressure reducing station with 1nos pressure reducing 1.00 Each 33,079.45 33,079.45 33,079.45

valve, 1 nos pressure relief valve, 2 nos pressure gauge, 3 nos ball valve, 1 nos

strainer,bypass arrangement complete as per standard drawing and complete as

per the direction of Engineer-in-charge. 40 mm dia nominal bore.

2.21 NS- 29 Providing and fixing of pressure reducing station with 1nos pressure reducing 1.00 Each 41,301.15 41,301.15 41,301.15

valve, 1 nos pressure relief valve, 2 nos pressure gauge, 3 nos ball valve, 1 nos

strainer,bypass arrangement complete as per standard drawing and complete as

per the direction of Engineer-in-charge. 50 mm dia nominal bore.

2.22 NS- 30 Providing and fixing gun metal ball valve of approved quality : 22.00 Each 447.90 9,853.80 9,853.80

20 mm nominal bore

2.23 NS- 31 Providing and fixing gun metal ball valve of approved quality : 32.00 Each 516.25 16,520.00 16,520.00

25 mm nominal bore

2.24 NS- 32 Providing and fixing gun metal ball valve of approved quality : 34.00 Each 572.10 19,451.40 19,451.40

32mm nominal bore

2.25 NS- 33 Providing and fixing gun metal ball valve of approved quality : 29.00 Each 685.05 19,866.45 19,866.45

40 mm nominal bore

2.26 NS- 34 Providing and fixing gun metal ball valve of approved quality : 32.00 Each 850.75 27,224.00 27,224.00

50 mm nominal bore

2.27 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(CPWD DSR 2023) (screwed end) :

(CPWD DSR 2023)

2.28 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage 20,000.00 ltr 11.00 2,20,000.00 2,20,000.00

(CPWD DSR 2023) tank, IS : 12701 marked, with cover and suitable locking arrangement and

making necessary holes for inlet, outlet and overflow pipes but without fittings

and the base support for tank.

2.29 18.48A Providing and fixing rectangular high density polyethylene water storage loft 5,000.00 ltr 11.00 55,000.00 55,000.00

(CPWD DSR 2023) tank with cover, conforming to ISI : 12701, colour of opaque white or as

approved by Engineer-in-charge. The rate includes making necessary holes for

inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank

shall be paid separately.

2.30 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts,

(CPWD DSR 2023) nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will

be paid separately) :

(CPWD DSR 2023)

2.31 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS :

(CPWD DSR 2023) 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions

etc. (The tail pieces if required will be paid separately) :

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

(CPWD DSR 2023)

(CPWD DSR 2023)

2.32 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts,

(CPWD DSR 2023) bolts, rubber insertions etc. complete conforming to IS : 2373 :

(CPWD DSR 2023)

(CPWD DSR 2023)

2.33 3-3-8 Supplying, erecting, testing and commissioning self contained water cooler 8.00 Each 40,830.36 3,26,642.88 3,26,642.88

(PWD SSR 23-24) 230/250V 50 cycles nominal cooling capacity of 40 litres per hour and storage

capacity 80 litres with partially stainless steel body As per specification No.

2.34 3-1-4 Supplying and erecting storage type water heater 50 litres capacity having 2.00 Each 21,755.66 43,511.32 43,511.32

(PWD SSR 23-24) standing loss < 0.614 kWh/24hour/45°C, high impact resistance engineering

plastic body with anti corrosive high grade steel inner tank heating element

having hard water & corrosion protection, with minimum 3 safety protections

(i.e. thermostat &thermal function valve) complete with 3 core PVC flexible wire

leads complete & total pressure 8 bar withstanding capacity duly tested and

marking sr. no. and date of erection complete as per specificationno. AP-

2.35 3-1-5 Supplying and erecting storage type water heater 100 litres capacity having 2.00 Each 34,716.78 69,433.56 69,433.56

(PWD SSR 23-24) standing loss < 0.796 kWh/24hour/45°C, high impact resistance engineering

plastic body with anti corrosive high grade steel inner tank heating element

having hard water & corrosion protection, with minimum 3 safety protections

(i.e. thermostat &thermal function valve) complete with 3 core PVC flexible wire

leads complete & total pressure 8 bar withstanding capacity duly tested and

marking sr. no. and date of erection complete as per specification no. AP-

2.36 3-1-6 Supplying and erecting midget type 3.0 litres instant type water heater of 1.00 Each 5,267.52 5,267.52 5,267.52

(PWD SSR 23-24) rustproof & shockproof ABS plastic body, high grade SS inner tank & 3kW

heating element with corrosion & hard water protection, with minimum 3 safety

protections (i.e. thermostat & thermal function valve) complete with 6.5 bar

pressure withstanding capacity 230/250V, 50Hz, A.C. supply with inlet and

outlet, with 3 core PVC flexible copper wire leads duly tested and marking sr. no.

and date of erection complete.

2.37 NS- 35 Providing and fixing C.P. brass 2 Way Bib Cock With Wall Flange And Flow 16.00 Each 2,105.49 33,687.84 33,687.84

Restrictor 6.0 Lpm At 3 Bar Pressure complete as directed by Engineer-in-

Charge (Contractor Shall Provide 10 year Warrantee certificate and

Manufacturer's Test Certificate including copy of invoice of each item).

2.38 NS- 36 Providing and fixing C.P. brass Health Faucet With 8Mm Dia, 1 Meter Long 16.00 Each 1,738.30 27,812.80 27,812.80

Flexible Tube & Wall Hook With N.R.V & Flow Restrictor 3.8 Lpm At 3 Bar

Pressure (Back Flow Preventer) including cutting and making good the walls

wherever required complete as directed by Engineer-in-Charge (Contractor Shall

Provide 10 year Warrantee certificate and Manufacturer's Test Certificate

including copy of invoice of each item).

2.39 NS- 37 Providing and fixing toilet paper holder with stainless steel Flap complete as 16.00 Each 755.80 12,092.80 12,092.80

per direction of Engineer-in-charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

2.40 NS- 38 Providing and Fixing of Robe Hook fixed to PVC cleats with C.P. brass screws 36.00 Each 331.14 11,921.04 11,921.04

including cutting and making good the walls wherever required etc complete

as per the direction of Engineer - in - Charge.

2.41 NS- 39 Providing and fixing 15mm C.P. brass Pillar Cock Auto Closing System With 20.00 Each 3,109.75 62,195.00 62,195.00

65Mm Extension Body & Flow Restrictor 6.0 Lpm At 3 Bar Pressure with

including cutting and making good the walls wherever required complete as

directed by Engineer-in-Charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

2.42 NS- 40 Providing and fixing Angle cock with including cutting and making good the 22.00 Each 563.00 12,386.00 12,386.00

walls wherever required complete as directed by Engineer-in-Charge (Contractor

Shall Provide 10 year Warrantee certificate and Manufacturer's Test Certificate

including copy of invoice of each item).

2.43 NS- 41 Providing & fixing of approved Liquid Soap Dispenser With Glass Bottle with 10.00 Each 1,385.30 13,853.00 13,853.00

necessary fittings and screws etc. all complete as per the direction of Engineer-in-

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

2.44 NS- 42 Providing and fixing Bolt Touch-Free Infrared Hand Dryer With 1150W Rated 12.00 Each 8,961.07 1,07,532.84 1,07,532.84

Power & Carbon Brush Motor and C.P. brass screws including cutting and

making good the wall wherever required complete as per directions of Engineer-

2.45 NS- 43 Providing and fixing Concealed Body Only For Singel Concealed Stop Cock Wth 2.00 Each 3,840.45 7,680.90 7,680.90

Basin Spout (Without Exposed Parts) , Exposed Part Kit Of Single Concealed

Stop Cock Consisting Of Operating Lever, Cartridge Sleeve, Wall Flange (With

Seals) & Basin Spout With Flow Restrictor 6.0 Lpm At 3 Bar Pressure with

including cutting and making good the walls wherever required complete as

directed by Engineer-in-Charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

2.46 NS- 44 Providing and fixing Overhead Shower 150mm round shape ,With Shower Arm 1.00 SET 8,575.33 8,575.33 8,575.33

Dia. 20Mm & 300mm and Wall Mixer complete as per direction of Engineer-in-

charge (Contractor Shall Provide 10 year Warrantee certificate and

Manufacturer's Test Certificate including copy of invoice of each item).

2.47 NS- 45 Providing and fixing Overhead Shower 150mm Square shape , Shower Arm Dia. 1.00 SET 19,004.99 19,004.99 19,004.99

20Mm & 300mm ,Aquamax Concealed Body Of Single Lever Shower Mixer

With 3-Way Diverter Aquamax Exposed Part Kit Of Single Lever Shower Mixer

With 3-Way Diverter and Bath Tub Spout With Wall Flange & Flow Restrictor,

Maze Hand Shower 95X95Mm Square Shape Single Flow , Easy Flex Tube 1.5M

Long With Nuts , Wall Outlet With Shower Hook In Square Shape , complete as

per direction of Engineer-in-charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

2.48 NS- 46 Providing & fixing of approved Towel rack with necessary fittings and screws 2.00 each 3,377.40 6,754.80 6,754.80

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

2.49 NS- 47 Providing & fixing of approved Towel Ring Square with necessary fittings and 10.00 each 1,312.40 13,124.00 13,124.00

screws etc. all complete as per the direction of Engineer-in-charge.

2.50 NS- 48 Providing and fixing Stainless steel (Grade 304) Grab Bar Vertical Swing 3.00 Each 7,559.10 22,677.30 22,677.30

handicapped people toilets use, Grab bars are made of seamless bacteria

resistant grade polyamide, diameter 30 mm x 3.2 mm with wall fixing rose made

of anti-corrosive steel rose diameter 80 mm, polyamide cap to conceal fixing

with all necessary screws, etc complete

2.51 NS- 49 Providing and fixing 15mm C.P. brass Pillar Cock Florentine Pillar Cock With 3.00 Each 2,342.13 7,026.39 7,026.39

Extended Lever Handle & Flow Restrictor 6.0 Lpm At 3 Bar Pressure with

including cutting and making good the walls wherever required complete as

directed by Engineer-in-Charge (Contractor Shall Provide 10 year Warrantee

certificate and Manufacturer's Test Certificate including copy of invoice of each

2.52 NS- 50 Providing and fixing Stainless steel (Grade 304) Grab Bar 692Mm Long Jaquar 3.00 Each 2,886.15 8,658.45 8,658.45

handicapped people toilets use, Grab bars are made of seamless bacteria

resistant grade polyamide, diameter 30 mm x 3.2 mm with wall fixing rose made

of anti-corrosive steel rose diameter 80 mm, polyamide cap to conceal fixing

with all necessary screws, etc complete

2.53 NS- 51 Providing & fixing of approved Soap Dispenser - Automatic Capacity: 0.8L 3.00 Each 7,110.08 21,330.24 21,330.24

Material: Aluminium/Abs Finish: Chrome/Black with necessary fittings and

screws etc. all complete as per the direction of Engineer-in-charge.

2.54 NS- 52 Providing & fixing of approved long body Sink Cock With Swinging Spout (Wall 22.00 each 1,881.59 41,394.98 41,394.98

Mounted Model For hot/cold) with necessary fittings and screws etc. all

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

2.55 NS- 53 Providing and fixing SS 304 grade, punch-free, wall-mounted toilet paper holder 10.00 each 3,743.68 37,436.80 37,436.80

tissue box of approved make and quality, complete with mounting arrangement

and all necessary accessories, including fixing, complete as directed by the

Engineer-in-Charge.

3.00 19.00 SUB HEAD- DRAINAGE

3.01 NS- 54 Providing and fixing Double wall corrugated HDPE pipes of SN8 with fittings of IS 120.00 Metre 1,060.70 1,27,284.00 1,27,284.00

16098 capable of higher load taking capacity complete in all respect as per EIC.

3.02 NS- 55 Providing and fixing Double wall corrugated HDPE pipes of SN8 with fittings of IS 150.00 Metre 1,445.15 2,16,772.50 2,16,772.50

16098 capable of higher load taking capacity complete in all respect as per EIC.

3.03 NS- 56 Providing and fixing Double wall corrugated HDPE pipes of SN8 with fittings of IS 12.00 Metre 3,717.10 44,605.20 44,605.20

16098 capable of higher load taking capacity complete in all respect as per EIC.

500 mm dia. Sewer

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

3.04 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars

(CPWD DSR 2023) jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2

fine sand) including testing of joints etc. complete :

(CPWD DSR 2023)

(CPWD DSR 2023)

3.05 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic 50.00 Each 487.10 24,355.00 24,355.00

(CPWD DSR 2023) encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786,

having minimum cross section as 23 mmx25 mm and over all minimum length

263 mm and width as 165 mm with minimum 112 mm space between protruded

legs having 2 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test and chemical

resistance test as per specifications and having manufacture's permanent

identification mark to be visible even after

fixing, including fixing in manholes with 30x20x15 cm cement concrete block

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

3.06 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

(CPWD DSR 2023) grating brick masonry chamber with water tight C.I. cover with frame of 300

x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame

to be not less than 2.70 kg as per standard design:

a 19.4.2 150 x 100 mm size P type

(CPWD DSR 2023)

b 19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5.00 Each 2,317.12 11,585.59 11,585.59

(CPWD DSR 2023)

3.07 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse

(CPWD DSR 2023) sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III)

: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix

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

size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with floating coat of neat cement and making channels in cement

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

nominal size) finished with a floating coat of neat cement complete as per

standard design :

a 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)

(CPWD DSR 2023) 455x610 mm internal dimensions, total weight of cover and frame to be not less

than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

b 19.7.1.2 With Sewer bricks conforming to IS : 4885 10.00 Each 12,711.80 1,27,118.00 1,27,118.00

(CPWD DSR 2023)

3.08 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium

(CPWD DSR 2023) duty) 500 mm internal diameter, total weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

a 19.7.2.2 With Sewer bricks conforming to IS : 4885 10.00 Each 26,244.70 2,62,447.00 2,62,447.00

(CPWD DSR 2023)

3.09 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy

(CPWD DSR 2023) duty) 560 mm internal diameter, total weight of cover and frame to be not less

than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :

a 19.7.3.2 With Sewer bricks conforming to IS : 4885 10.00 Each 32,719.50 3,27,195.00 3,27,195.00

(CPWD DSR 2023)

3.10 19.8 Extra for depth for manholes :

(CPWD DSR 2023)

a 19.8.1 Size 90x80 cm

(CPWD DSR 2023)

b 19.8.1.2 With Sewer bricks conforming to IS : 4885 10.00 Each 8,654.25 86,542.50 86,542.50

(CPWD DSR 2023)

(CPWD DSR 2023)

b 19.8.2.2 With Sewer bricks conforming to IS : 4885 20.00 Each 10,381.45 2,07,629.00 2,07,629.00

(CPWD DSR 2023)

3.12 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

(CPWD DSR 2023) and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

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

finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and

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

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

cement, all complete as per standard design :

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

a 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

(CPWD DSR 2023) designation) 560 mm internal diameter conforming to I.S. 12592, total weight of

cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and 12mm

thick cement plaster at the external surface shall be paid for separately) :

b 19.9.1.2 With Sewer bricks conforming to IS : 4885 5.00 Each 12,600.40 63,002.00 63,002.00

(CPWD DSR 2023)

3.13 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond

(CPWD DSR 2023) 0.91 m to 1.67 m

a 19.10.2 With Sewer bricks conforming to IS : 4885 5.00 Each 7,448.45 37,242.25 37,242.25

(CPWD DSR 2023)

3.14 19.21 Making connection of drain or sewer line with existing manhole including

(CPWD DSR 2023) breaking into and making good the walls, floors with cement concrete 1:2:4 mix

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

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

sand), finished with a floating coat of neat cement and making necessary

channels for the drain etc. complete :

a 19.21.2 For pipes 250 to 300 mm diameter 1.00 Each 922.00 922.00 922.00

(CPWD DSR 2023)

3.15 R3-CS-PS-210 Providing & fixing 100 mm SS 304 ACO Kitchen drain chanel including grating on 35.00 Metre 43,857.06 15,34,997.10 15,34,997.10

(MCGM SOR 23-24) top.

3.16 R3-CS-PS-211 Providing & fixing 150 mm SS 304 ACO Kitchen drain chanel including SS 304 45.00 Metre 47,474.94 21,36,372.30 21,36,372.30

(MCGM SOR 23-24) grating on top.

3.17 R3-CS-PS-212 Providing & fixing Potable SS Grease separator Trap of Aco make model 5.00 No 52,682.28 2,63,411.40 2,63,411.40

(MCGM SOR 23-24) FSS50,Part.No.402614 size 600 x 520 x 440 of 2 L/S flow.

3.18 R3-CS-PS-213-a Supplying & fixing 40 mm thick DI heavy Rain water grating over storm water 67.00 No 12,098.54 8,10,602.18 8,10,602.18

(MCGM SOR 23-24) channel of heavy duty. a) 600 x 300 MM (300wide)

3.19 R3-CS-PS-213b Supplying & fixing 40 mm thick DI heavy Rain water grating over storm water 34.00 No 13,808.36 4,69,484.24 4,69,484.24

(MCGM SOR 23-24) channel of heavy duty. b) 600 x 450 MM (450wide)

3.20 R3-CS-PS-213c Supplying & fixing 40 mm thick DI heavy Rain water grating over storm water 14.00 No 17,797.94 2,49,171.16 2,49,171.16

(MCGM SOR 23-24) channel of heavy duty. c) 600 x 600 MM (600wide)

3.21 19.35 Providing and laying Non Pressure NP3 class (Medium duty) R.C.C. pipes

(CPWD DSR 2023) including collars/spigot jointed with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.

(CPWD DSR 2023)

3.22 R3-CS-RM-100 Drilling with core cutting machine in RCC slabs, walls etc.wherever required in 40.00 Each 186.44 7,457.60 7,457.60

(MCGM SOR 23-24) buildings, manholes,ducts, water tanks, pits etc. for laying pipes,sleeves and

making good the same to give an even finish . The rate shall include the cost of

drilling core, providing EPOXY based water proofing compound for sealing the

joints around the pipes, nominal reinforcement wherever required,scaffolding

and labour charges for working at all levels ,leads and heights . (Maximum

thickness of RCC members shall be 300mm) and as

directed by Engineer-In-Charge.a) to 25mm dia

(MCGM SOR 23-24)

(MCGM SOR 23-24)

(MCGM SOR 23-24)

(MCGM SOR 23-24)

(MCGM SOR 23-24)

(MCGM SOR 23-24)

(MCGM SOR 23-24)

3.30 R3-CS-PS-226-a Supplying & fixing 600 mm (24") to 750 mm (2'-6") long screwed G.I. C class pipe 2.00 Nos 3,201.34 6,402.68 6,402.68

(MCGM SOR 23-24) with 3 mm thick M.S. bar flange (plate) welded on it: Flanges should be of Table

E of approved make. (Puddle Flange)

a) 65 mm(2 1/2")dia pipe 5 mm thick with 150X 150(6" X 6") plate, Both ends

3.31 R3-CS-PS-226-b Supplying & fixing 600 mm (24") to 750 mm (2'-6") long screwed G.I. C class pipe 2.00 Nos 3,465.66 6,931.32 6,931.32

(MCGM SOR 23-24) with 3 mm thick M.S. bar flange (plate) welded on it: Flanges should be of Table

E of approved make. (Puddle Flange)

b) 75 mm(3")dia pipe 5 mm thick with 200 X 200 (8" X 8") plate, Both ends

3.32 R3-CS-PS-226-c Supplying & fixing 600 mm (24") to 750 mm (2'-6") long screwed G.I. C class pipe 2.00 Nos 4,191.36 8,382.72 8,382.72

(MCGM SOR 23-24) with 3 mm thick M.S. bar flange (plate) welded on it: Flanges should be of Table

E of approved make. (Puddle Flange)

c) 100 mm (4")dia pipe 5 mm thick with 250 X 250 (10" X 10") plate, Both ends

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

3.33 R3-CS-PS-226-d Supplying & fixing 600 mm (24") to 750 mm (2'-6") long screwed G.I. C class pipe 5.00 Nos 6,087.62 30,438.10 30,438.10

(MCGM SOR 23-24) with 3 mm thick M.S. bar flange (plate) welded on it: Flanges should be of Table

E of approved make. (Puddle Flange)

d) 150 mm(6")dia pipe 7 mm thick with 300 X 300 (12" X 12") plate, Both ends

3.34 R3-CS-PS-226-e Supplying & fixing 600 mm (24") to 750 mm (2'-6") long screwed G.I. C class pipe 5.00 Nos 8,173.86 40,869.30 40,869.30

(MCGM SOR 23-24) with 3 mm thick M.S. bar flange (plate) welded on it: Flanges should be of Table

E of approved make. (Puddle Flange)

e) 200 mm (8") dia pipe 7 mm thick with 350 X 350 (14" X 14") plate, Both ends

3.35 R3-CS-PS-227-a Providing and fixing brass screwed/flanged type mosquito proof grating for 10.00 Nos 1,079.70 10,797.00 10,797.00

(MCGM SOR 23-24) under ground suction tank/Over Head tank, over flow and vent of the following

diameters. 50mm dia

a) 50 mm (2") dia.

TOTAL OF SUB HEAD- DRAINAGE 77,71,201.84 13,73,083.34 63,98,118.50

4.00 14.00 SUB HEAD:REPAIRS TO BUILDING

(CPWD DSR 2023)

4.01 14.75A Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre 20,000.00 ltr 0.50 10,000.00 10,000.00

(CPWD DSR 2023) capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish

from the tank and cleaning the tank with fresh water disinfecting with bleaching

powder @ 0.5gm per litre capacity of tank including marking the date of cleaning

on the side of tank body with the help of stencil and paint and disposing of

malba all complete as per direction of Engineer-in-Charge. (The old date already

written on tank should be removed with paint remover or black paint and if date

is not written with the stencil or old date is not removed deduction will be made

@ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged

that is to be repaired by contractor at his own cost and nothing extra will be paid

on this account)

4.02 14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) 30.00 sqm 422.70 12,681.00 12,681.00

(CPWD DSR 2023) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge.

The cleaning shall consist following operations:-(i)Tank shall be emptied of

water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire

surface area of the sump shall then scrubbed thoroughly with wire brush etc.

and pressure washed with water.(iii) Chlorination of RCC internal surface by

liquid chlorine.(iv) The treated surface shall be dried using air jetting and all

loose particles shall be removal from the surface.(v) Finally the surface shall be

treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.

4.03 14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size 4.00 Each 433.75 1,735.00 1,735.00

(CPWD DSR 2023) from water supply line and removing from the terrace including shifting at

ground level as per direction of Engineer-in-charge.

4.04 14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c 16.00 Each 134.10 2,145.60 2,145.60

(CPWD DSR 2023) malba all complete as per directions of Engineer-in-Charge.

4.05 14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes 600.00 mtr 3.25 1,950.00 1,950.00

(CPWD DSR 2023) (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work-

Exposed on wall

5.00 15.00 SUB HEAD:DISMANTLING AND DEMOLISHING

(CPWD DSR 2023)

5.01 15.42 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including

(CPWD DSR 2023) stacking the material within 50 metres lead :

(CPWD DSR 2023)

(CPWD DSR 2023)

(CPWD DSR 2023)

5.02 15.44 Dismantling G.I. pipes (external work) including excavation and refilling

(CPWD DSR 2023) trenches after taking out the pipes, manually/ by mechanical means including

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

(CPWD DSR 2023)

5.03 15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking out

(CPWD DSR 2023) 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:

(CPWD DSR 2023)

5.04 15.48 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various 10.00 Each 697.40 6,974.00 6,974.00

(CPWD DSR 2023) 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.

Digitally signed by VIVEK

MUMBAI PORT AUTHORITY

REPAIR AND UPGRADATION OF VIJAYDEEP BUILDING AT MUMBAI PORT AUTHORITY, MUMBAI

BILL OF QUANTITES (PLUMBING WORKS)

VIJAYDEEP BUILDING

SR.NO CPWD DSR 2023/PWD DESCRIPTION OF ITEMS QUANTITY UNIT RATE AMOUNT AMOUNT AS PER AMOUNT AS PER

23-24/MCGM23- CPWD DSR 2023 NON DSR ITEMS

5.05 15.49 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of 10.00 Each 406.75 4,067.50 4,067.50

(CPWD DSR 2023) 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-

5.06 15.52 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including 16.00 Each 112.05 1,792.80 1,792.80

(CPWD DSR 2023) stacking of useful materials near the site and disposal of unserviceable materials

within 50 metres lead.

5.07 15.53 Dismantling of C.I. sluice valve including stacking of useful materials within a -

(CPWD DSR 2023) lead of 50 metres

(CPWD DSR 2023)

(CPWD DSR 2023)

5.08 3-12-1 Dismantling the existing electric geyser or storage type water heater of any size 5.00 Each 245.44 1,227.20 1,227.20

(PWD SSR 23-24) along with plumbing connections and making the site clear.

TOTAL OF SUB HEAD- DRAINAGE 1,65,732.80 1,64,505.60 1,227.20

APPLYING COST INDEX OF 1.17 ON CPWD DSR 2023 ITEMS & GST CORRECTION 60,88,357.30 1,52,71,474.31

FACTOR 0.973 ON A

Digitally signed by VIVEK