Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional floors of ISA IPEA complex of IPO Building

2023/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.1 EARTH WORK

2.6 2.2.1 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth, 1.5m in width as well as

10 sq.m on plan) including disposal of excavated

earth, lead upto 50m and lift up to 1.5m, disposed

earth to be levelled and neatly dressed.

2.25 2.2.2 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

2.26 2.2.3 Extra for every additional lift of 1.5 m or part thereof

in excavation / banking excavated or stacked

CARRIAGE OF MATERIALS

1.1 2.4.1 By Mechanical Transport including loading,unloading

2.2 CONCRETE & RCC WORK

4.1 2.2.1 Providing & laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level.

BOQ_RWH 8 Digitally signed by ARTI

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY

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4.1.8 2.2.1.1 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived

from natural sources : 8 graded stone aggregate 40

mm nominal size derived from natural sources) Cum 2.65 6,812.00 18,051.80

5.9 2.2.2 Centring and shuttering including strutting, propping

etc. and removal of form for:

5.9.1 2.2.2.1 Foundations, footings, bases of columns etc. for

mass concrete. Sqm 19 392.15 7,450.85

5.9.2 2.2.2.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

5.9.3 2.2.2.3 Suspended floors, roofs, landings, balconies and

access platform.

5.9.5 2.2.2.4 Lintels, beams, plinth beams, girders, bressumers

and cantilevers. sqm 736.40

5.11 2.2.3 Extra for additional height in centering, shuttering

where ever required with adequate bracing, propping

etc., including cost of de-shuttering and decentering

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

additional height of 1 metre or part thereof (Plan area

to be measured).

5.11.1 2.2.3.1 Suspended floors, roofs, landing, beams and

balconies sqm 36 384.30 13,834.80

(Plan area to be measured)

5.22 2.2.4 Steel reinforcement for RCC work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

5.22.6 2.2.4.1 Thermo-Mechanically Treated bars of grade Fe-

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5.33 2.2.5 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, the contractor shall have

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

of extra cement.

5.33.1 2.2.5.1 All works up to Plinth level.

5.33.1.1 (a) Concrete of M25 grade with minimum cement

content of 330 kg /cum cum 39 9,504.75 3,70,685.25

5.35 2.2.6 Add for using extra cement in the items of design mix

over and above the specified cement content therein.

22.4 2.2.7 Providing and Placing in position suitable PVC water

stops conforming to IS:12200 for construction/

expansion joints between two RCC members and

fixed to the reinforcement with binding wire before

pouring concrete etc. complete :

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22.4.2 2.2.7.1 Dumb bell with central bulb (180 mm wide, 8 mm

thick) metre 76 267.90

2.3 FINISHING (PLASTER WORK)

13.9 2.3.1 Cement plaster 1:3 (1 cement: 3 coarse sand)

finished with a floating coat of neat cement.

2.4 MISCELLANEOUS WORKS FOR RAIN WATER

19.16 2.4.1 Providing orange colour safety foot rest of minimum

6 mm thick plastic encapsulated as per IS : 10910 on

12mm dia steel bar conforming to IS : 1786 having

minimum cross section as 23 mmx25mm and over

all minimum length 263 mm and width as 165mm

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.

19.19 2.4.2 Providing and fixing in position pre-cast R.C.C.

manhole cover and frame of required shape and

approved quality.

19.19.3.1 (a) Circular shape 560 mm internal diameter Each 1 1,675.70 1,675.70

BOQ_RWH 11 Digitally signed by ARTI

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NS 2.4.3 Supplying, filling, spreading & leveling brick

aggregate of size 50 -63mm , in recharge pit, in the

required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. Cum 18 1,227.00 22,086.00

NS 2.4.4 Supplying, filling, spreading & leveling Charcoal

activated carbon, in the recharge pit, over the

existing layer of brick aggregate, in required

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

direction of Engineer-in-charge. Cum 3.3 21,716.00 71,662.80

23.7 2.4.5 Supplying, filling, spreading & leveling coarse sand of

mm to 2 mm in recharge pit, in required thickness

over gravel layer,

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

Engineer -incharge. Cum 7 1,538.25 10,767.75

NS 2.4.6 Providing & laying 120GSM Geotextile/Geo fabric

over coarse sand bed Sqm 33 193.83 6,396.39

TOTAL OF RAIN WATER HARVESTING WORKS

TOTAL OF RWH CHAMBER (4 NOS.) CARRIED

OVER TO GRAND SUMMARY OF COSTS 52,60,876.00 4,00,580.76

BOQ_RWH 12 Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at

additional floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

100 KLD STP - SUMMARY OF WORKS (figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items (Rs.) Non Scheduled items (Rs.)

3.A CIVIL WORKS

3.A.1 Earth Work 2,57,719.25

3.A.2 Concrete Work 1,47,786.00

3.A.4 Brick Work 2,87,891.60

3.A.5 Wood Work 1,524.10

3.A.6 Steel Work 85,629.50

3.A.7 Flooring Work 6,33,960.10

3.A.8 Roofing Work 15,776.85

3.A.9 Water Proofing Work 8,76,677.10

3.A.10 Finishing Work 1,64,997.90

3.A.11 Miscellaneous Work 1,04,320.75

3.A.12 Pavement Work 78,581.50

3.A.13 Fencing Work 1,54,055.55

TOTAL OF CIVIL WORKS 63,89,907.25

STP_SUM-CV 13 Digitally signed by ARTI

3.B ELECTROMECHANICALWORKS

3.B.1 ELECTROMECHANICAL WORK 53,97,320.00

3.C ELECTRICAL WORK

3.C.1 ELECTRICAL WORK 1,23,660.73 76,742.00

TOTAL OF ELECTROMECHANICAL &

ELECTRICAL WORKS 1,23,660.73 54,74,062.00

TOTAL OF STP WORKS (Rs.) 119,87,629.98

STP_SUM-CV 14 Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at

additional floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

BOQ - 100 KLD STP

CHAPTER 3 - A & B- CIVIL & ELECTROMECHANICAL WORKS

DSR - RATE (Rs.) AMOUNT (Rs.)

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3.A.1 EARTH WORK

2.6 3.A.1.1 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm

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

including disposal of excavated earth lead upto 50m and

lift upto 1.5m, disposed earth to be levelled and neatly

2.6.1 3.A.1.1.1 All kinds of soil

2.25 3.A.1.2 Filling available excavated earth (excluding rock) in

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

exceeding 20 cm in depth: consolidating each deposited

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

2.26 3.A.1.3 Extra for every additional lift of 1.5 m or part thereof in

excavation / banking excavated or stacked materials.

2.26.1 3.A.1.3.1 All kinds of soil

2.27 3.A.1.4 Supplying and filling in plinth with sand under floors,

including watering, ramming, consolidating and dressing

CARRIAGE OF MATERIALS

1.1 3.A.1.5 By Mechanical Transport including loading,unloading

TOTAL OF EARTH WORK CARRIED OVER TO 2,57,719.25 -

BOQ_STP 15 Digitally signed by ARTI

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3.A.2 CONCRETE WORK

4.1 3.A.2.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work upto plinth level.

4.1.3 3.A.2.1.1 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20 mm

nominal size derived from natural sources) cum 1 7,878.50 7,878.50

4.1.6 3.A.2.1.2 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 40 mm

nominal size derived from natural sources) cum 10 7,178.75 71,787.50

4.1.8 3.A.2.1.3 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from

natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources) cum 10 6,812.00 68,120.00

TOTAL OF CONCRETE WORK CARRIED OVER TO 1,47,786.00 -

SUMMARY OF WORKS

3.A.3 R.C.C WORKS

5.9 3.A.3.1 Centring and shuttering including strutting, propping etc.

and removal of form for:

5.9.1 3.A.3.1.1 Foundations, footings, bases of columns etc. for mass

5.9.2 3.A.3.1.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

5.9.3 3.A.3.1.3 Suspended floors, roofs,landings, balconies and access

5.9.4 3.A.3.1.4 Shelves (Cast in situ)

5.9.5 3.A.3.1.5 Lintels, beams, plinth beams, girders, bressumers and sqm 45 736.40 33,138.00

5.9.6 3.A.3.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.15 3.A.3.1.7 Small lintels not exceeding 1.5m clear span, moulding as

in cornices, window sills, string courses, bands, copings,

bed plates, anchor blocks and the like sqm 7 392.15 2,745.05

5.9.16 3.A.3.1.8 Edges of slabs and breaks in floors and walls

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5.9.16.1 3.A.3.1.9 Under 20 cm wide

5.9.19 3.A.3.1.10 Weather shade, Chajjas, corbels etc., including edges

5.11 3.A.3.2 Extra for additional height in centering, shuttering where

ever required with adequate bracing, propping etc.,

5.11.1 including cost

3.A.3.2.1 Suspended of de-shuttering

floors, andbeams

roofs, landing, decentering at all

(Plan area to be measured) sqm 30 384.30 11,529.00

5.22 3.A.3.3 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

5.22.6 3.A.3.3.1 binding all complete upto

Thermo-Mechanically plinthbars

Treated level.of grade Fe-500 D or

5.22A 3.A.3.4 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

5.22A.6 3.A.3.4.1 binding all complete above

Thermo-Mechanically plinth

Treated level.

bars of grade Fe-500 D or Kg 2500 107.85 2,69,625.00

5.30 3.A.3.5 Add for plaster drip course/ groove in plastered surface

or moulding to R.C.C. projections. metre 19 78.40 1,489.60

5.33 3.A.3.6 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

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

cement content in design mix shall be payable

separately. In case the cement content in design mix is

more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-

3.A.3.6.1 All theup

to or bearlevel.

Plinth the cost of extra cement.

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5.33.1.1 3.A.3.6.2 Concrete of M25 grade with minimum cement content of

5.33.1.2 Concrete of M30 grade with minimum cement content of 350cum

5.33.2 3.A.3.7.1 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of

5.33.2.2 Concrete of M30 grade with minimum cement content of 350cum

5.35 3.A.3.8 Add for using extra cement in the items of design mix

over and above the specified cement content therein quintal 60 733.50 44,010.00

5.1 3.A.3.9 Providing and laying in position specified grade of

reinforced cement

concrete, excluding the cost of centering, shuttering,

5.1.3 finishing

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

natural sources : 4 graded stone aggregate 20 mm

nominal size derived from natural sources) cum 2 8,583.40 17,166.80

22.4 3.A.3.1 Providing and Placing in position suitable PVC water

stops conforming to IS:12200 for construction/

expansion joints between two RCC members and fixed

to the reinforcement with binding wire before pouring

concrete etc. complete.

22.4.2 3.A.3.10.1 Dumb bell with central bulb (180 mm wide, 8 mm thick)

5.41 3.A.3.11 Supplying and applying pre tested and approved water

based concrete curing compound to concrete/ masonry

surface, all as per manufacturer’s specification and

direction of Engineer-in-charge.

5.41.1 3.A.3.11.1 Non pigmented wet curing compound

TOTAL OR R.C.C WORKS CARRIED OVER TO

SUMMARY OF WORKS 35,80,987.05 -

BOQ_STP 18 Digitally signed by ARTI

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3.A.4 BRICK WORK

6.1 3.A.4.1 Brick work withcommon burnt clay F.P.S.(non moduler)

bricks of class designation 7.5 in foundation and plinth in

6.1.2 3.A.4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)

6.4 3.A.4.2 Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in superstructure above

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

6.4.2 3.A.4.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 23 9,105.95 2,09,436.85

TOTAL OF BRICK WORK CARRIED OVER TO

SUMMARY OF WORKS 2,87,891.60 -

3.A.5 WOOD WORK

9.62 3.A.5.1 Providing and fixing ISI marked oxidised M.S sliding

door bolts with nuts and screws etc. complete:

9.63 3.A.5.2 Providing and fixing ISI marked oxidized M.S. tower bolt

9.66 3.A.5.3 Providing and fixing ISI marked oxidised M.S. handles

conforming to IS: 4992 with necessary screws etc.

TOTAL OF WOOD WORK CARRIED OVER TO

SUMMARY OF WORKS 1,524.10 -

3.A.6 STEEL WORK

BOQ_STP 19 Digitally signed by ARTI

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10.5 3.A.6.1 Providing and fixing 1mm thick M.S. sheet door with

frame of 40x40x6 mm angle iron and 3 mm M.S. gusset

plates at the junctions and corners, all necessary fittings

complete, including applying a priming coat of approved

10.5.1 3.A.6.1.1 Using M.S. angles 40x40x6 mm for diagonal braces. sqm 6 5,804.35 34,826.10

10.18 3.A.6.2 Providing and fixing circular/ Hexagonal cast iron or M.S.

sheet box for ceiling fan clamp, of internal dia 140 mm,

73 mm height, top lid of 1.5 mm thick M.S. sheet with its

top surface hacked for proper bonding, top lid shall be

screwed into the cast iron/ M.S. sheet box by means of

3.3 mm dia round headed screws, one lock at the

corners. Clamp shall be made of 12 mm dia M.S. bar

bent to shape as per standard drawing.

10.26 3.A.6.3 Providing and fixing hand rail of approved size by

welding etc. to steel ladder railing, balcony railing and

staircase railing including applying a priming coat of

approved steel primer.

10.16 3.A.6.4 Steel work in built up tubular (round, square or

10.16.1 3.A.6.4.1 Hot finished welded type tubes kg 40 194.40 7,776.00

10.11 3.A.6.5 Providing and fixing factory made ISI marked steel

glazed doors, windows and ventilators, side /top /centre

hung, with beading and all members such as F7D,F4B,

K11 B and K12 B etc. complete of standard rolled steel

sections, joints mitred and flash butt welded and sash

bars tenoned and riveted, including providing and fixing

of hinges, pivots, including priming coat of approved

steel primer, but excluding the cost of other fittings,

complete all as per approved design, (sectional weight of

only steel members shall be measured for payment).

BOQ_STP 20 Digitally signed by ARTI

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10.11.1 3.A.6.5.1 Fixing with 15x3 mm lugs 10 cm long embedded in

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

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size)

10.13 3.A.6.6 Providing and fixing T-iron frames for doors, windows

and ventilators of mild steel Tee-sections, joints mitred

and welded, including fixing of necessary butt hinges

and screws and applying a priming coat of approved

10.13.1 3.A.6.6.1 Fixing with 15x3 mm lugs 10 cm long embedded in

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

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size).

TOTAL OF STEEL WORK CARRIED OVER TO

SUMMARY OF WORKS 85,629.50 -

3.A.7 FLOORING WORK

11.26 3.A.7.1 Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry mixed

with pigment to match the shade of the slab including

rubbing and polishing complete with base of cement

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

11.27 3.A.7.2 Kota stone slabs 20 mm thick in risers of steps, skirting,

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

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

grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing

BOQ_STP 21 Digitally signed by ARTI

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8.31 3.A.7.3 Providing and fixing Ist quality ceramic glazed wall tiles

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

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

except burgundy, bottle green, black of any size as

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

steps and dados, over 12 mm thick bed of cement

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

grey cement slurry @ 3.3kg per sqm, including pointing

in white cement mixed with pigment of matching shade

11.37 3.A.7.4 Providing and laying Ceramic glazed floor tiles 300x300

mm (thickness to be specified by the manufacturer) of

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

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

laid on 20mm thick Cement Mortar 1:4 (1 Cement : 4

Coarse sand) including pointing the joints with white

cement and matching pigments etc. complete.

TOTAL OF FLOORING WORK CARRIED OVER TO

SUMMARY OF WORKS 6,33,960.10 -

3.A.8 ROOFING WORK

12.21 3.A.8.1 Providing Gola 75 x 75 mm in cement concrete 1:2:4(1

cemment : 2 course sand : 4 stone aggregate 10mm &

down gauge) including finishing with cement mortar 1:3

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

BOQ_STP 22 Digitally signed by ARTI

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12.22 3.A.8.2 Making khurras 45x45cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement :2

coarse sand : 4 graded stone aggregate of 20mm

nominal size) over P.V.C. sheet 1m x 1m x 400 micron,

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

coarse sand) and a coat of neat cement rounding the

edges and making and finishing the outlet complete

12.41 3.A.8.3 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 10mm gap for thermal expansion.

(i) Single socketed pipes

12.42 3.A.8.4 Providing and fixing on wall face unplasticised - PVC

moulded fittings/accessories for unplasticised Rigid PVC

rain water pipes conforming to IS:13592 Type A

including jointing with seal ring conforming to IS: 5382

leaving 10mm gap for thermal expansion.

12.42.6 (ii) Shoe (Plain)

12.43 3.A.8.5 Providing and fixing unplasticised - PVC pipe clips of

approved design to unplasticised - PVC rain water pipes

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

with M.S. screws of required length including cutting

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

coarse sand) and making good the wall etc. complete.

BOQ_STP 23 Digitally signed by ARTI

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12.44 3.A.8.6 Providing and fixing to the inlet mouth of rain water pipe

cast iron grating 15 cm diameter and weighing not less

than 440 grams. each 2 54.70 109.40

TOTAL OF ROOFING WORK CARRIED OVER TO

SUMMARY OF WORKS 15,776.85 -

3.A.9 WATER PROOFING WORK

22.6 3.A.9.1 Providing and laying water proofing treatment on roofs of

slabs by applying cement slurry mixed with water

proofing cement compound consisting of applying:

a) after surface preparation, first layer of slurry of cement

@ 0.488 kg/sqm mixed with water proofing cement

compound @ 0.253 kg/sqm.

b) laying second layer of Fibre glass cloth when the first

layer is still green. Overlaps of joints of fibre cloth should

not be less than 10 cm.

c) third layer of 1.5 mm thickness consisting of slurry of

cement @ 1.289 kg/sqm mixed with water proofing

cement compound @ 0.670 kg/sqm and coarse sand @

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

followed by water curing for 48 hours. The entire

treatment will be taken upto 30 cm on parapet wall and

tucked into groove in parapet all around.

d) fourth and final layer of brick tiling with cement mortar

(which will be paid for separately.

(For the purpose of measurement the entire treated

surface will be measured)

BOQ_STP 24 Digitally signed by ARTI

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12.19 3.A.9.2 Providing and laying brick tiles over mumty roofs,

grouted with cement mortar 1:3 (1 cement : 3 fine sand)

mixed with 2% of integral water proofing compound by

weight of cement, over 12 mm layer of cement mortar

1:3 (1 cement : 3 fine sand) and finished neat:

12.19.1 3.A.9.2.1 With common burnt clay F.P.S. (non modular) brick tiles

of class designation 10 sqm 46 607.40 27,940.40

22.14 3.A.9.3 Grading roof for water proofing treatment with

22.14.3 3.A.9.3.1 Cement mortar 1:4 (lcement: 4 coarse sand) cum 3 15,155.60 45,466.80

22.1 3.A.9.4 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 :

(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) 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

(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.

22.1.1 3.A.9.4.1 Using rough kota stone.

BOQ_STP 25 Digitally signed by ARTI

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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 :

22.2.1 3.A.9.5 Using rough kota stone. sqm 295 2,024.70 5,97,286.50

TOTAL OF WATER PROOFING WORK CARRIED

OVER TO SUMMARY OF WORKS 8,76,677.10 -

3.A.10 FINISHING WORK

3.A.10.1 CEMENT PLASTER (IN FINE SAND)

13.1 3.A.10.1.1 12 mm cement plaster of mix :

13.3 3.A.10.1.2 20 mm cement plaster of mix :

13.16 3.A.10.1.3 6 mm cement plaster of mix :

13.21 3.A.10.2 Extra for providing and mixing water proofing material in per bag

cement plaster work in proportion recommended by the of

manufacturers. 50kg.

13.37 3.A.10.3 White washing with lime to give an even shade :

13.37.1 3.A.10.3.1 New work (three or more coats) sqm 150 39.05 5,857.50

BOQ_STP 26 Digitally signed by ARTI

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13.47 3.A.10.4 Finishing walls with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade

13.47.1 3.A.10.4.1 New work (Two or more coats applied @ 1.43 ltr/10

sqm. over and including priming coat of exterior primer

applied @ 2.20 kg/10 sqm).

13.62 3.A.10.5 Painting with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

13.62.1 3.A.10.5.1 Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand and

manufacture. sqm 26 226.25 5,882.50

TOTAL OF FINISHING WORK CARRIED OVER TO 1,64,997.90 -

3.A.11 MISCELLANEOUS WORK

4.17 3.A.11.1 Making plinth protection 50mm thick of cement concrete

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

aggregate 20mm nominal size) over 75mm bed by dry

brick ballast 40mm nominal size well rammed and

consolidated and grouted with fine sand including

finishing the top smooth.

6.44 3.A.11.2 Brick edging 7 cm wide 11.4 cm deep to plinth protection

with common burnt clay FPS (non modular) bricks of

class designation 7.5 including grouting with cement

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

19.19 3.A.11.3 Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality

19.19.4.1 3.A.11.3.1.1Circular shape 560 mm internal dia

BOQ_STP 27 Digitally signed by ARTI

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19.16 3.A.11.4 Providing orange colour safety foot rest of minimum 6

mm thick plastic encapsulated as per IS : 10910 on

12mm dia steel bar conforming to IS : 1786 having

minimum cross section as 23 mmx25mm and over all

minimum length 263 mm and width as 165mm 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.

TOTAL OF MISCELLANEOUS WORK CARRIED

OVER TO SUMMARY OF WORKS 1,04,320.75

3.A.12 PAVEMENT WORKS

2.8 3.A.12.1 Earth work in excavation by mechanical means

(hydraulic excavator)/ manual means in foundation

trenches or drains (not exceeding 1.5m in width or

10sqm on plan) including dressing of sides and

ramming of bottoms, lift upto 1.5m, including getting out

the excavated soil and diposal of surplus excavated soil

as directed, within a lead of 50 m:

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16.42 3.A.12.2 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 40 mm nominal size) in

pavements, laid to required slope and camber in panels

as required including consolidation finishing and tamping

16.68 3.A.12.3 Providing and laying 60mm thick faciory made cement

concrete interlocking paver block of M -30 grade made

by block making machine with strong vibratory

compaction, of approved size, design & shape, laid in

required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with

line sand etc. all complete as per the direction of

Engineer-in-charge.

16.69 3.A.12.4 Providing and laying at or near ground level factory

made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature, jointed

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

including making joints with or without grooves

(thickness of joints except at sharp curve shall not to

more than 5mm), including making drainage opening

wherever required complete etc. as per direction of

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

be measured for payment). (Precast C.C. kerb stone

shall be approved by Engineer-in-charge).

TOTAL OF PAVEMENT WORK CARRIED OVER TO

SUMMARY OF WORKS 78,581.50

3.A.13 FENCING

BOQ_STP 29 Digitally signed by ARTI

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2.8 3.A.13.1 Earth work in excavation by mechanical means

(hydraulic excavator)/ manual means in foundation

trenches or drains (not exceeding 1.5m in width or

10sqm on plan) including dressing of sides and

ramming of bottoms, lift upto 1.5m, including getting out

the excavated soil and diposal of surplus excavated soil

as directed, within a lead of 50 m:

4.1 3.A.13.2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work upto plinth level.

4.1.6 3.A.13.2.1 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 40 mm

nominal size derived from natural sources)

13.62 3.A.13.3 Painting with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

13.62.1 3.A.13.3.1 Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand and

16.70 3.A.13.4 Providing and fixing G.I. chain link fabric fencing of

required width in mesh size 50x50 mm including

strengthening with 2 mm dia wire or nuts, bolts and

washers as required complete as per the direction of

Engineer-in-charge.

16.70.2 3.A.13.4.1 Made of G.I. wire of dia. 4 mm, PVC coated to achieve

outer dia not less than 5 mm in required colour and

BOQ_STP 30 Digitally signed by ARTI

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10.1 3.A.13.5 Structural steel work in single section, fixed with or

without connecting plate,including cutting, hoisting, fixing

in position and applying a priming coat of approved steel

primer all complete.

16.15 3.A.13.6 Supply at Site

16.15.2 3.A.13.6.1 Welded steel wire fabric of required width having

rectangular mesh painted with two or more coats of

enamel paint of approved shade over a coat of primer

(Priming & Painting to be paid for separately). kg 330 78.95 26,053.50

TOTAL OF FENCING WORK CARRIED OVER TO 1,54,055.55

SUMMARY OF WORKS

BOQ_STP 31 Digitally signed by ARTI

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CHAPTER B - ELECTROMECHANICAL & ELECTRICAL WORKS

Design,Supplying, installing, testing & commissioning of

Sewage Treatment Plant of 100 m3/day based on SBR

technology (excluding excavation, back filling & disposal

of surplus earth MS / Civil construction work) for the

following duty:-

Nature of Sewage - Domestic Sewage from Office

Complex, design to take consideration of same.

The STP shall be designed based on the following

Daily average flow : 100 m3/day

S. Solids : 200 - 250 mg/l

Oil & Grease : 50 mg/L

Treated Sewage Water discharge standard after

BOD : less than 20

S. Solids : Less than 10

COD : Less than 80

Oil & Grease : Less than 1

Outlet effluent cherectristcis after UF:-

BOD : less than 6

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S. Solids : Less than 1

COD : Less than 40

Oil & Grease : Below

detectable limit

Turbidity : Less then 1

Preliminary works shall include Preparation and

Submission of Shop Drawings which will include but

not restricted to Detailed GA drawing, Flow Diagram,

Equipment List, Data Sheets, Submission of detailed

'GOOD FOR CONSTRUCTION' stage architectural,

mechanical equipments, piping & electrical drawing for

BOQ_STP 33 Digitally signed by ARTI

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3.A.1 Electro-Mechanical Works

NS 3.B.1.1 Bar Screen :

Supplying, installing, testing & commissioning Perfoated

manual screen including 2 nos course & fine screen of

particular size having provision for lifting arrangement Nos 2 33,459.00 66,918.00

etc. complete as required.

Size : 400 mm X 800mm

Purpose: For separation of large solids

NS 3.B.1.2 O&G Skimmer

Supply and fixing of meachenical belt type oil skimmer

basin Civil with suitable tank for flow rate capacity Set 1 78,072.00 78,072.00

complete in all respect.

Purpose:- for Removing O&G from Sewage

3.B.1.3 Submersible Pumps

Supply, installation, testing & commissioning of non

clogging type Submersible Pumps having CI casing & CI

impeller complete with bolt and all accessories, motor of

required capacity. pressure gauge on delivery line with

isolation cock, level controller to control the level for

provision to control the level of sump automatically.

Pumps shall have following duty:2No.(1W+1S)

3.B.1.3.1 Sewage Transfer Pump Set 1 1,11,606.00 1,11,606.00

Flow Rate : 6.7 M3/Hr

Head : 8- 10mtr

Solid handling : 18-20MM

Purpose: For sewage transfer from equalisation tank

BOQ_STP 34 Digitally signed by ARTI

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BOQ_STP 35 Digitally signed by ARTI

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Plant Room Sump Pump

Capacity : 5 M3/Hr

Purpose : For Transfer Drain Water to Equalization Tank

3.B.1.4 Supply, installation, testing & commissioning of non

clogging monoblock type Sludge Recirculation pump

having CI casing & CI impeller complete with and

foundation bolts all accessories, motor of required

capacity. pressure gauge on delivery line with isolation

cock, level controller to control the level of sump

automatically. Pumps shall have following duty:

Flow Rate : 3.0 M3/Hr

Head : 8- 10mtr

Solid handling : 7 MM

Purpose: For transfer sludge to Sludge holding tank

and recirculation to SBR Reacter

3.B.1.5 2 Nos. twin type rotary air blowers (1W + 1S) capable of

delivering 111 M3/hr of free air at 0.5 kg/cm2 driven

through “V” belt or directly coupled through flexible

coupling to a TEFC motor of suitable HP Suitable for 415

± 10% volts, 3 phase, 50 cycles A/C supply. Including

Purpose: For air supply to equalisation tank/sludge

holding tank/SBR reactor

BOQ_STP 36 Digitally signed by ARTI

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3.B.1.6 Supplying, installing, testing & commissioning of

Horizontal centrifugal non clog water pumps with CI

casing and CI Impeller along with motor, pressure gauge

with isolation cock, Mechanical seal, suitable vibration

elimination pads of approved design, for the pump. The Set 1 1,10,414.00 1,10,414.00

pump shall be suitable for 415±10% volts 3 phase AC

supply. Including bolts(1 Working + 1 Standby)

Filter Feed Pump

Capacity : 5 M3/Hr

Purpose : For Feed Water into Filter MGF/ACF/ Softner

3.B.1.7 Supply, installation, testing and commissioning of

Sludge Feed Pumps Screw type Complete with all

fittings & accessories. Including bolts.( 2Nos.- 1W+1S) Set 1 1,63,482.00 1,63,482.00

Capacity : 1 M3/H

Purpose : For Feed Sludge to filter press

3.B.1.8 Providing, fixing, testing & commissioning of vertical filter

with adequate dirt holding capacity complete with intitial

charge filter media. The filter shall also be provided with

set of internals for raw water inlet and bottom collecting

Pressure Sand Filter

Type : Down Flow

Flow rate: 5 M3/hr

BOQ_STP 37 Digitally signed by ARTI

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Filter Media: Sand & Gravel

Purpose: For removal of suspended solids

Activated Carbon Filter

Type : Down Flow

Flow rate: 5 M3/hr

Filter Media: Activated Carbon

Purpose: For removal of color & odor

3.B.1.9 Supply, installation, testing & commissioning of Poly

dosing system comprising of 200 ltrs HDPE tank with 0- Nos. 1 74,545.00 74,545.00

6 lph electronic metering type pump.

Purpose : For Thickening of Sludge

3.B.1.10 Supply, installation, testing & commissioning of Chlorine

dosing system comprising of 200 ltrs HDPE tank with 0-6 Nos. 1 25,558.00 25,558.00

Hypochlorite Dosing electronic metering type pump.

Purpose : For Disinfection of water

3.B.1.11 Supplying and fixing basket type centrifuge of suitable

size for dewatering of sludge generated per day with poly

dosing system. With SS basket and MS housing

Purpose : For Sludge Drying

BOQ_STP 38 Digitally signed by ARTI

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BOQ_STP 39 Digitally signed by ARTI

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3.B.1.12 Providing and fixing all piping (as described below) and

isolation control valves for making the system complete. Lot 1 3,59,775.00 3,59,775.00

uPVC : Submerged air piping

MS Epoxy : Air piping (non-submerged)

uPVC : Interconnecting pipe line after delivery header of

uPVC : Pumped effluent (submerged) & tank overflow

Purpose :- For Flow Control & Transfer path of Flow

3.B.1.13 Supply and fixing Disc type, EPDM Membrane based,

Coarse Bubble Diffuser capable of handling 2-3 cfm of

air Air dispersion grid shall be assembled on fixed upvc

grid for equalisation tank & sludge holding tank

Coarse Diffuser Lot 1 18,996.00 18,996.00

3.B.1.13. Supply and fixing Tube type, EPDM Membrane based,

1 non clog type air dispersion system capable of handling

3-5 cfm of air with oxygen transfer efficiency of 3-4%

per/meter water depth. Air dispersion grid shall be

assembled on fixed upvc grid from plat. (Imported fine

bubble membrane diffusers for Aeration tank)

Fine Diffuser Lot 1 52,239.00 52,239.00

Purpose :- For Providing the path of Air

BOQ_STP 40 Digitally signed by ARTI

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3.B.1.14 Supply, installation, testing and commissioning fully

automatic SBR package, Automated system shall

include Floating Decanter with articulated arm, stainless

steel collector joint, knee joint. make a provision for auto

air scoring specially for decanting machenism for self

cleaning to avoid blocking in extraction nozzle , MOC

should be SS-304 for decanted water extraction from Lot 1 10,96,881.00 10,96,881.00

SBR tank. Inlet of sewage water decantation and

areation shall be automatic and PLC controlled with the

help of automatic valves. SBR cycle should be auto

control through PLC for Decanter, pressure gauge,

Human machin interface shall be provide with PLC to

make the system complete.

Decanter Diameter Size : 100 MM NB

Purpose: For Collection of Water from SBR Reactor

3.B.1.16 Supply Installation Testing & Commissioning of Agitator

of required capacity to be anoxic tank in all respect Set 1 95,844.00 95,844.00

Purpose : For completion of chemical reaction

Membrane Filteration

3.B.1.17 Ultrafiltration

Supply, installation testing and commissioning of

packaged type Ultra filteration unit with all components

and accessories complete to make the system functional

and shall be installed after water treatment system in

STP With UF Feed pump, backwashing arrangement

with all respect.

BOQ_STP 41 Digitally signed by ARTI

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Capacity : 5 M3/HR

Purpose:- For Membrane Filteration

Flow Rate:- 40 Gm/ Hour

Purpose : For Disinfection of water

Supplying, installing, testing & commissioning of

centrifiugal non clog water pumps with CI casing and CI

Impeller along with motor, pressure gauge with Isolation

valve, NRV/valve on delivery line fitted with Mechanical

seal, suitable vibration elimination pads. The pump Set

shall be suitable for 415-10% volts 3 phasc AC supply.

Including foundation bolts(1W+1S) 1 working and 1

Pumps shall have following duty 2 nos (1W+1S)

Capacity : 5 M3/hour

BOQ_STP 42 Digitally signed by ARTI

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3.B.2 ELECTRICAL AND INSTRUMENTATION FOR

INSTALLATION OF SEWAGE TREATMENT PLANT

3.B.2.1 This includes Design, supply, installation, testing and

commissioning of STP Main Electrical Panel (MCC)

housing with individual DOL starter of suitable capcity

upto 10 HP motor and Star delta starter above 10 HP

motor panels for various loads complete in all respects

with suitable switchgear. It shall be provided with

metering, MCCB Units, lamps, bus bars etc. The

accessories used shall conform to the latest IS codes.

MCC –1 (Sewage Treatment Plant) Set 1 5,32,466.00 5,32,466.00

3.B.2.2.1 Suppy, installation, testing & commissioning of

electromangnetic type flow meter at inlet of reactor No 1 61,766.00 61,766.00

3.B.2.2.2 Suppy, installation, testing & commissioning of

mechanical water meter at outlet of reactor tanks.

Purpose : For Measure flow quantity with time

3.B.2.3 Supply, Installation, Testing & Commissioning of Water

level controller for operation of the system connected to

control panel for automatic switching ON / OFF of each Lot 1 53,247.00 53,247.00

Purpose : For control Amount of Influent in tank

BOQ_STP 43 Digitally signed by ARTI

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3.B.2.4 Supply, Installation, Testing & Commissioning of

pressure gauges with in all respect Lot 1 21,299.00 21,299.00

Purpose : For Measure & Indicate the pressure into

3.B.2.5 Supply, Installation, Testing & Commisioning of PH

Indicator with in all respect

Purpose : For measure acidic & alkaline nature of

TOTAL OF ELECTROMECHANICAL WORKS

CARRIED OVER TO SUMMARY OF WORKS 53,97,320.00

BOQ_STP 44 Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional floors of

ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

BOQ - 100 KLD STP

CHAPTER 3 - C- ELECTRICAL WORKS

RATE (Rs.) AMOUNT (Rs.)

2022/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR rate @ NS DSR ITEMS NS ITEMS

3.C.1 Electrical Works BASED ON DSR 2022

3.C.1.1 POINT WIRING

1.10 3.C.1.1.1 Wiring for light point/fan point/exhaust fan point/call bell point with

1.5 Sq.mm FRLS PVC insulated, copper conductor, single core

cable in surface/recessed medium class PVC conduit, with

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

point with 1.5 Sq.mm FRLS PVC insulated copper conductor

single core cable etc. as required.

1.12 3.C.1.1.2 Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated, Mtr 10 334.00 355.14 3,551.42

1.14 3.C.1.1.3 copper

Wiring conductor,

for circuit/ single corewiring

submain cable alongwith

in surface/recessed

earth wire medium

1.14.1 following

3.C.1.1.3.1 2 sizes+of1FRLS

x 1.5 Sqmm PVC insulated

x 1.5 Sq.mm copper

earth wire conductor,

(Circuit Wiring) single Mtr 60 233.00 247.75 14,864.93

1.14.4 3.C.1.1.3.2 2 x 6 Sqmm + 1 x 6 Sq.mm earth wire (Submain Wiring) Mtr 10 439.00 466.79 4,667.89

1.21 3.C.1.1.4 Supplying and fixing of following sizes of medium class PVC - -

1.21.2 3.C.1.1.4.1 conduit along

25mm (For with accessories

Circuit Wiring-Toiletin&surface/recess

Blower Room) including cutting

1.31 3.C.1.1.5 Supplying & fixing suitable size GI box with modular plate and

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

3 pin 5/6 Amps modular socket outlet and 5/6 Amp. modular

switch, connections etc. as required. Each 3 477.00 507.19 1,521.58

BOQ_STP- EL 45 Digitally signed by ARTI

RATE (Rs.) AMOUNT (Rs.)

2022/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR rate @ NS DSR ITEMS NS ITEMS

1.32 3.C.1.1.6 Supplying & fixing suitable size GI box of with modular plate and

cover in front on surface or in recess including providing & fixing 6

pin 5/6 & 15/16 Amp. modular socket outlet and 15/16 Amps

modular switch, connections etc. as required. Each 1 586.00 623.09 623.09

1.25 3.C.1.1.7 Supplying & fixing two module stepped type electronic fan

regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

3.C.1.2 MCB & DISTRIBUTION BOARD - -

2.10 3.C.1.2.1 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, - -

Single"C" curve, miniature circuit breaker suitable for inductive

2.3 3.C.1.2.2 Supplying and fixing following way, single pole and neutral,sheet - -

3.C.1.2.2.1 6 way MCB distribution

, Double door board, 240V, on surface/ recess,complete Each 1 2,206.00 2,345.64 2,345.64

2.14 3.C.1.2.3 Supplying and fixing following rating, double pole, (single phase - -

2.14.1 3.C.1.2.3.1 and neutral), 240 V, residual current circuit breaker (RCCB),

BOQ_STP- EL 46 Digitally signed by ARTI

RATE (Rs.) AMOUNT (Rs.)

2022/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR rate @ NS DSR ITEMS NS ITEMS

3.C.1.3 CABLE & END TERMINATION - -

NS 3.C.1.3.1 Supplying of the following LT - XLPE 1100 Volts grade Al. - -

3.C.1.3.1.1 Conductor armoured

3.5Cx70 sq.mm cables.Panel)

(For Motor complete as required and as per Mtr 60 - 943.00 - 56,580.00

9.1 3.C.1.3.2 Supply and making end termination with brass compression - -

3.5Cx70and aluminium

sq.mm (38 mm) lugs for following sizes of PVC insulated & Each 2 468.00 497.62 995.25

14.16 3.C.1.3.3 Supplying and laying of following size DWC HDPE pipe ISI - -

14.16.1 marked

mm dia with all

(OD-63 mm accessories

& ID-51 mm like socket, bend, couplers etc. Metre

7.5 3.C.1.3.4 Laying of one number PVC insulated and PVC sheathed /XLPE

power cable of 1.1 KV grade of following size in the existing RCC/

HUME/ METAL pipe as required. - -

3.C.1.4 FITTINGS & FIXTURE - -

NS 3.C.1.4.1 Supplying of light fittings complete with all accessories with choke,

starter, capacitor, igniter etc. of the following type as required.(All

fixtures to be complete with lamps)

3.C.1.4.1.1 Supply of Ceiling Suspended light fixture suitable for 1 No 18/20

Watt LED Tube complete with suitable Electronic Ballast, Lamp

etc. as required.

1.41 3.C.1.4.2 Installation, testing and commissioning of pre-wired, fluorescent

fitting/compact fluorescent fitting of all types, complete with all

accessories and tube etc. directly on ceiling/wall including

connection with 1.5 Sqmm FRLS PVC insulated, copper

conductor, single core cable and earthing etc. as required.

BOQ_STP- EL 47 Digitally signed by ARTI

RATE (Rs.) AMOUNT (Rs.)

2022/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR rate @ NS DSR ITEMS NS ITEMS

19.1 3.C.1.4.3 Supply, Installation, Testing and Commissioning of 1200 mm

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

Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm

long down rod, 2 nos. canopies, shackle kit, safety rope, copper

winding, Power Factor not less than 0.9, Service Value (CM/M/W)

minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM

(tolerance as per IS : 374-2019), THD less than 10%, remote or

electronic regulator unit for speed control and all remaining

accessories including safety pin, nut bolts, washers, temperature

rise=75 degree C (max.), insulation resistance more than 2 mega

ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing

etc. complete as required.

NS 3.C.1.4.4 Supplying of approved make 230V (nominal voltage) exhaust fan

with its all accessories complete as required of following size:

3.C.1.4.4.1 300mm sweep1400 RPM (Heavy duty)

1.50 3.C.1.4.5 Installation of exhaust fan in the existing opening, including - - -

3.C.1.4.5.1 Upto 450good

mmthe damage, connection, testing, commissioning etc.

1.44 3.C.1.4.6 Installation, testing and commissioning of ceiling fan, including Each 2 213.00 226.48 452.97

3.C.1.5 wiring the down rods of standard length (upto 30 cm) with 1.5

EARTHING - - -

5.4 3.C.1.5.1 Earthing wih GI earth plate 600mmx600mmx6mm thick including Each 2 7,472.00 7,944.98 15,889.96

5.11 3.C.1.5.2 accessories

Providing andand providinng

fixing 25mm xmasanory

5mm G.I.enclosure with cover

strip in 40mm plate

5.12 3.C.1.5.3 from earth electrode including connection with G.I.nut bolt

Providing and laying earth connection from earth electrode with 6 spring, Mtr 10 287.00 305.17 3,051.67

5.15 3.C.1.5.4 SWG dia G.I.

Providing andWire in 15

25mm G.I. pipe

x 5mm G.I.from

stripearth electrodeor in

5.16 3.C.1.5.5 recess for connections etc. as required.

Providing and fixing 6 SWG dia GI wire on surface or in recess for Mtr 10 70.00 74.43 744.31

loop earthing as required. -

TOTAL OF ELECTRICAL WORKS CARRIED OVER TO

SUMMARY OF WORKS 1,23,660.73 76,742.00

BOQ_STP- EL 48 Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional

floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

GRAND SUMMARY OF WASTE MANAGEMENT WORKS (figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 BUILDING WORKS

A CIVIL WORKS 13,15,755.45 -

B PLUMBING WORKS 9,337.25

2 ELECTRICAL WORKS 42,460.76 30,774.00

3 WASTE MANAGEMENT WORKS 13,86,856.00

TOTAL OF WASTE MANAGEMENT WORKS

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at

additional floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

WASTE MANGEMENT - SUMMARY OF CIVIL WORKS(figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 BUILDING WORKS

A.1 EARTH WORK 24,591.43

A.2 CONCRETE WORK 48,050.75

A.3 R.C.C WORKS 7,31,758.25

A.4 BRICK WORK 1,47,602.90

A.5 STEEL WORK 12,367.20

A.6 FLOORING WORK 87,636.30

A.7 ROOFING WORK 10,850.27

A.8 WATER PROOFING WORK 84,355.80

A.9 FINISHING WORK 1,56,268.85

A.10 MISCELLANEOUS WORK 12,273.70

TOTAL OF CIVIL WORKS CARRIED OVER TO GRAND

SUMMARY OF COSTS -

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at

additional floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

CHAPTER 4 -WASTE MANAGEMENT

DSR - RATE (Rs.) AMOUNT (Rs.)

2023/ DESCRIPTION OF ITEM UNIT QTY

NS DSR NS DSR ITEMS NS ITEMS

4.A.1 EARTH WORK

Earthwork in excavation by mechanical means (hydraulic

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

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

disposal of excavated earth lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed :

2.8 4.A.1.2 Earth work in excavation by mechanical means (hydraulic

excavator)/ manual means in foundation trenches or drains

(not exceeding 1.5m in width or 10sqm on plan) including

dressing of sides and ramming of bottoms, lift upto 1.5m,

including getting out the excavated soil and diposal of

surplus excavated soil as directed, within a lead of 50 m:

2.25 4.A.1.3 Filling available excavated earth (excluding rock) in

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

exceeding 20 cm in depth: consolidating each deposited

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

2.27 4.A.1.4 Supplying and filling in plinth with sand under floors,

including watering, ramming, consolidating and dressing

Digitally signed by ARTI

CARRIAGE OF MATERIALS

1.1 4.A.1.5 By Mechanical Transport including loading,unloading and

TOTAL OF EARTH WORK CARRIED OVER TO

SUMMARY OF WORKS 24,591.43 -

4.A.2 CONCRETE WORK

4.1 4.A.2.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All

work upto plinth level.

4.1.6 4.A.2.1.2 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from

natural sources : 6 graded stone aggregate 40 mm nominal

size derived from natural sources) cum 1 7,178.75 7,178.75

4.1.8 4.A.2.1.3 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from

natural sources : 8 graded stone aggregate 40 mm nominal

size derived from natural sources) cum 6 6,812.00 40,872.00

TOTAL OF CONCRETE WORK CARRIED OVER TO

SUMMARY OF WORKS 48,050.75 -

4.A.3 R.C.C WORKS

5.9 4.A.3.1 Centring and shuttering including strutting, propping etc. and

removal of form for:

5.9.1 4.A.3.1.1 Foundations, footings, bases of columns etc. for mass

concrete. sqm 25 392.15 9,803.75

5.9.3 4.A.3.1.2 Suspended floors, roofs,landings, balconies and access

5.9.5 4.A.3.1.3 Lintels, beams, plinth beams, girders, bressumers and

5.9.6 4.A.3.1.4 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 45 961.30 43,258.50

5.9.15 4.A.3.1.5 Small lintels not exceeding 1.5 m clear span, moulding as in

cornices, window sills, string courses, bands, copings, bed

plates, anchor blocks and the like sqm 2 392.15 784.30

5.9.16 4.A.3.1.6 Edges of slabs and breaks in floors and walls -

Digitally signed by ARTI

5.11 4.A.3.2 Extra for additional height in centering, shuttering where

ever required with adequate bracing, propping etc., including

cost of de-shuttering and decentering at all levels, over a

height of 3.5 m, for every additional height of 1 metre or part

thereof (Plan area to be measured).

5.11.1 4.A.3.2.1 Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured) sqm 27 384.30 10,376.10

5.22 4.A.3.3 Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level.

5.22.6 4.A.3.3.1 Thermo-Mechanically Treated bars of grade Fe-500 D or

5.22A 4.A.3.4 Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

above plinth level.

5.22A.6 4.A.3.4.1 Thermo-Mechanically Treated bars of grade Fe-500 D or

5.30 4.A.3.5 Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections. metre 26 78.40 2,038.40

5.33 4.A.3.6 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.

Digitally signed by ARTI

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

cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 1.10

times of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix

or bear the cost of extra cement.

5.33.1 4.A.3.6.1 All works up to Plinth level.

5.33.1.1 Concrete of M25 grade with minimum cement content of

5.33.2 4.A.3.6.7 All works above plinth & up to floor V level.

5.33.2.1 4.A.3.7.1 Concrete of M25 grade with minimum cement content of

5.35 4.A.3.8 Add for using extra cement in the items of design mix over

and above the specified cement content therein quintal 18 733.50 13,203.00

5.1 4.A.3.9 Providing and laying in position specified grade of reinforced

cement concrete excluding the cost of centering, shuttering,

finishing and reinforcement - All work upto plinth level.

5.1.3 4.A.3.9.1 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 20 mm nominal

size derived from natural sources) cum 4 8,583.40 34,333.60

5.41 4.A.3.10 Supplying and applying pre tested and approved water

based concrete curing compound to concrete/ masonry

surface, all as per manufacturer’s specification and direction

of Engineer-in-charge.

5.41.1 4.A.3.10.1 Non pigmented wet curing compound sqm 172 69.05 11,876.60

TOTAL OR R.C.C WORKS CARRIED OVER TO

SUMMARY OF WORKS 7,31,758.25 -

4.A.4 BRICK WORK

6.1 4.A.4.1 Brick work withcommon burnt clay F.P.S.(non moduler)

bricks of class designation 7.5 in foundation and plinth in :

6.1.2 4.A.4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2 7,132.25 14,264.50

Digitally signed by ARTI

6.47 A 4.2 Providing and laying autoclaved aerated cement blocks

masonry with 150mm/230mm/300 mm thick AAC blocks in

super structure above plinth level up to floor V level with

RCC band at sill level and lintel level with approved block

laying polymer modified adhesive mortar all complete as per

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

and reinforcement shall be made for seperately).

TOTAL OF BRICK WORK CARRIED OVER TO

SUMMARY OF WORKS 1,47,602.90 -

4.A.5 STEEL WORK

10.26 4.A.5.1 Providing and fixing hand rail of approved size by welding

etc. to steel ladder railing, balcony railing and staircase

railing including applying a priming coat of approved steel

10.16 4.A.5.4 Steel work in built up tubular (round, square or rectangular

hollow tubes etc.) trusses etc., including cutting, hoisting,

fixing in position and applying a priming coat of approved

steel primer, including welding and bolted with special

shaped washers etc. complete.

10.16.1 4.A.5.4.1 Hot finished welded type tubes kg 13 194.40 2,527.20

TOTAL OF STEEL WORK CARRIED OVER TO

SUMMARY OF WORKS 12,367.20 -

4.A.6 FLOORING WORK

11.26 4.A.6.1 Kota stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

pigment to match the shade of the slab including rubbing

and polishing complete with base of cement mortar 1:4 (1

cement : 4 coarse sand):

11.27 4.A.6.2 Kota stone slabs 20 mm thick in risers of steps, skirting,

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

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

cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete.

Digitally signed by ARTI

11.37A 4.A.6.3 Providing and fixing Ist quality ceramic glazed wall tiles

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

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

except burgundy, bottle green, black of any size as

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

and dados, over 12 mm thick bed of cement mortar 1:3 (1

cement : 3 coarse sand) and jointing with grey cement slurry

@ 3.3kg per sqm, including pointing in white cement mixed

with pigment of matching shade complete

TOTAL OF FLOORING WORK CARRIED OVER TO

SUMMARY OF WORKS 87,636.30 -

4.A.7 ROOFING WORK

12.21 4.A.7.1 Providing Gola 75 x 75 mm in cement concrete 1:2:4(1

cemment : 2 course sand : 4 stone aggregate 10mm &

down gauge) including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard design

12.22 4.A.7.2 Making khurras 45x45cm with average minimum thickness

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

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

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

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

cement rounding the edges and making and finishing the

outlet complete

12.41 4.A.7.3 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 10mm

gap for thermal expansion.

(i) Single socketed pipes

12.42 4.A.7.4 Providing and fixing on wall face unplasticised - PVC

moulded fittings/accessories for unplasticised Rigid PVC

rain water pipes conforming to IS:13592 Type A including

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

gap for thermal expansion.

Digitally signed by ARTI

12.42.6 4.A.7.4.1 (ii) Shoe (Plain)

12.43 4.A.7.5 Providing and fixing unplasticised - PVC pipe clips of

approved design to unplasticised - PVC rain water pipes by

means of 50 x 50 x 50mm hard wood plugs, screwed with

M.S. screws of required length including cutting brick work

and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)

and making good the wall etc. complete.

12.44 4.A.7.6 Providing and fixing to the inlet mouth of rain water pipe cast

iron grating 15 cm diameter and weighing not less than 440

grams. each 1 54.70 54.70

TOTAL OF ROOFING WORK CARRIED OVER TO

SUMMARY OF WORKS 10,850.27 -

4.A.8 WATER PROOFING WORK

22.6 4.A.8.1 Providing and laying water proofing treatment on roofs of

slabs by applying cement slurry mixed with water proofing

cement compound consisting of applying:

a) after surface preparation, first layer of slurry of cement @

0.488 kg/sqm mixed with water proofing cement compound

@ 0.253 kg/sqm.

b) laying second layer of Fibre glass cloth when the first

layer is still green. Overlaps of joints of fibre cloth should not

be less than 10 cm.

c) third layer of 1.5 mm thickness consisting of slurry of

cement @ 1.289 kg/sqm mixed with water proofing cement

compound @ 0.670 kg/sqm and coarse sand @ 1.289

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

by water curing for 48 hours. The entire treatment will be

taken upto 30 cm on parapet wall and tucked into groove in

parapet all around.

d) fourth and final layer of brick tiling with cement mortar

(which will be paid for separately.

(For the purpose of measurement the entire treated surface

will be measured) sqm 30 688.90 20,667.00

Digitally signed by ARTI

12.19 4.A.8.2 Providing and laying brick tiles over mumty roofs, grouted

with cement mortar 1:3 (1 cement : 3 fine sand) mixed with

2% of integral water proofing compound by weight of

cement, over 12 mm layer of cement mortar 1:3 (1 cement :

3 fine sand) and finished neat:

12.19.1 4.A.8.2.1 With common burnt clay F.P.S. (non modular) brick tiles of

class designation 10 sqm 30 607.40 18,222.00

22.14 4.A.8.3 Grading roof for water proofing treatment with

22.14.3 4.A.8.3.1 Cement mortar 1:4 (lcement: 4 coarse sand) cum 3 15,155.60 45,466.80

TOTAL OF WATER PROOFING WORK CARRIED OVER

TO SUMMARY OF WORKS 84,355.80 -

4.A.9 FINISHING WORK

13.78 4.A.9.1 Providing and applying 12 mm thick (average) premixed

formulated one 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.

13.3 4.A.9.1.2 20 mm cement plaster of mix :

13.16 4.A.9.1.3 6 mm cement plaster of mix :

13.21 4.A.9.2 Extra for providing and mixing water proofing material in per bag

cement plaster work in proportion recommended by the of 50kg.

manufacturers. cement

13.82 4.A.9.3 Wall painting with acrylic emulsion paint, having VOC

(Volatile Organic Compound ) content less than 50 grams/

litre, of approved brand and manufacture, including applying

additional coats wherever required, to achieve even shade

13.47 4.A.9.4 Finishing walls with Premium Acrylic Smooth exterior paint

with Silicone additives of required shade

Digitally signed by ARTI

13.47.1 4.A.9.4.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm.

over and including priming coat of exterior primer applied @

13.62 4.A.9.5 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade:

13.62.1 4.A.9.5.1 Two or more coats on new work over an under coat of

suitable shade with ordinary paint of approved brand and

manufacture. sqm 25 226.25 5,656.25

TOTAL OF FINISHING WORK CARRIED OVER TO

SUMMARY OF WORKS 1,56,268.85 -

4.A.10 MISCELLANEOUS WORK

4.17 4.A.10.1 Making plinth protection 50mm thick of cement concrete

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

20mm nominal size) over 75mm bed by dry brick ballast

40mm nominal size well rammed and consolidated and

grouted with fine sand including finishing the top smooth.

6.44 4.A.10.2 Brick edging 7 cm wide 11.4 cm deep to plinth protection

with common burnt clay FPS (non modular) bricks of class

designation 7.5 including grouting with cement mortar 1:4(1

cement: 4 fine sand). metre 30 59.45 1,783.50

TOTAL OF MISCELLANEOUS WORK CARRIED OVER

TO SUMMARY OF WORKS 12,273.70

TOATL OF CIVIL WORKS 13,15,755.45

B PLUMBING WORKS

18.9 B.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This

includes jointing of pipes & fittings with one step CPVC

solvent cement ,trenching ,refilling & testing of joints

complete as per direction of Engineer in Charge.

18.9.1 a) 15 mm nominal dia Pipes Metre 5 244.70 1,223.50

18.9.2 a) 20 mm nominal dia Pipes Metre 7 274.30 1,920.10

Digitally signed by ARTI

INTERNAL WATER SUPPLY

18.7 B.2.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal 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 on Wall

18.7.1 15 mm nominal dia Pipes Metre 1 286.80 286.80

18.18 B.2.3 Providing and fixing ball (brass) valve of approved quality.

High or low pressure, with plastic floats complete:

18.18.1 (a) 15 mm nominal bore Each 1 406.85 406.85

18.48 B.2.4 Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, ISI : 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. per litre 500 11.00 5,500.00

TOATL OF PLUMBING WORKS CARRIED OVER TO

SUMMARY OF COSTS

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional floors of

ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

CHAPTER 4A - BUILDING WORKS - ELECTRICAL

RATE (RS.) AMOUNT(RS.)

2022/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR rate @ NS DSR ITEMS NS ITEMS

1.10 4A.1 Wiring for light point/fan point/exhaust fan point/call bell

point with 1.5 Sq.mm FRLS PVC insulated, copper

conductor, single core cable in surface/recessed medium

class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 Sq.mm

FRLS PVC insulated copper conductor single core cable

etc. as required.

1.14 4A.2 Wiring for circuit/ submain wiring alongwith earth wire with

the following sizes of FRLS PVC insulated copper

conductor, single core cable in surface/ recessed medium

class PVC conduit as required - -

1.14.1 4A.4A.1 2 x 1.5 Sqmm + 1 x 1.5 Sq.mm earth wire (Circuit Wiring)

1.31 4A.3 Supplying & fixing suitable size GI box with modular plate

and cover in front on surface or in recess, including

providing & fixing 3 pin 5/6 Amps modular socket outlet

and 5/6 Amp. modular switch, connections etc. as

NS 4A.4 Supplying & laying of the following LT - XLPE 1100 Volts

grade Al. Conductor armoured cables. complete as

required and as per tender specifications.

4A.4.1 4Cx16 sq.mm (For Machine) Mtr 60 - 417.00 - 25,020.00

9.1 4A.5 Supply and making end termination with brass

compression glands and aluminium lugs for following

sizes of PVC insulated & PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Digitally signed by ARTI

14.16 4A.6 Supplying and laying of following size DWC HDPE pipe

ISI marked along with all accessories like socket, bend,

couplers etc. conforming to IS 14930, Part II complete

with fitting and cutting, jointing etc..direct in ground (75 cm

below ground level) including excavation and refilling the

trench but excluding sand cushioning and protective

covering etc., complete as required.(For Cable Entry)

Supplying of light fittings complete with all accessories

with choke, starter, capacitor, igniter etc. of the following

type as required.(All fixtures to be complete with lamps) - -

a) Supply of Ceiling Suspended light fixture suitable for 1 No

18/20 Watt LED Tube complete with suitable Electronic

Ballast, Lamp etc. as required. Each 6 - 959.00 - 5,754.00

1.41 4A.8 Installation, testing and commissioning of pre-wired,

fluorescent fitting/compact fluorescent fitting of all types,

complete with all accessories and tube etc. directly on

ceiling/wall including connection with 1.5 Sqmm FRLS

PVC insulated, copper conductor, single core cable and

earthing etc. as required. Each 6 206.00 219.04 1,314.24

TOTAL OF ELECTRICAL WORKS CARRIED OVER TO

GRAND SUMMARY OF COSTS 42,460.76 30,774.00

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional

floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

BILL OF QUANTITY - WASTE MANAGEMENT WORKS

CHAPTER - 4B : WASTE MANAGEMENT WORKS

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY Image

NO. DSR NS DSR ITEMS NS ITEMS

NS 4B.1 Supplying, installing & commissioning "Automatic

Organic Waste Composting Reactor 200KG shall

process 200kg waste capacity / day in Batches.

Processes all kind of Organic Waste into

Compost with a Volume reduction upto 85-90%

within 24 - 36 Hours , complete the process as

per attached methodology.

a. Technical speficification

Digitally signed by ARTI

Machine Size (L x W x H) in mm : 2575 X 980 X

Waste Treatment Capacity : 200 kg/day

All Wetted Parts : Stainless Steel SS 304

Operation : Fully Automatic.

Volume Reduction : Up to 85-90%

Weight : 1200 Kg

Shredder ; Ergonomically placed inside the

machine and is capable of shredding tender

coconuts, non-veg bones, etc.

Shredder Blades: Forged Alloy Steel

Internal Processing Chamber : SS 304 with

Mixing arms and Shaft : SS 304 and SS 316

Inlet Hopper and Outlet: SS 304 with Thickness

External Body : MS Powder coated.

Blower : For aeration inside the system and to

remove the water vapour, odour generated during

Heating System : Band heaters (3 X 1.5 kW) to

maintain the temperature of processing chamber

and preheating of process air.

Motor Gearbox Integrated Motor gearbox:

Total Connected Load (kw): 10

Digitally signed by ARTI

b. VFD For motor speed control, Smooth and

efficient operation of motor gearbox

Control System - PLC Based control System

Unloading- Automatic with unload function/mode

Electrical Components - Siemens or equivalent

Safety Features - Emergency switch to stop the

machine, Motor overload

protection feature, temperature control etc.

NS 4B.2 Providing and placing HDPE Waste bins of blue &

green colour on. MS stand as indicated in the

image capacity 100 litres each as per

drawing/direction of Engineer-in-charge.

NS 4B.3 Providing and placing HDPE Waste bins of blue &

green colour as indicated in the image capacity

500 litres each as per drawing/direction of

Engineer-in-charge.

NS 4B.4 Providing and placing HDPE Waste Carrier

Wheel Barrow Trolley as indicated in the image

capacity 160 kg as per drawing/direction of

Engineer-in-charge.

TOTAL OF WASTE MANAGEMENT WORK

CARRIED OVER TO SUMMARY OF WASTE

MANAGEMENT WORKS - 13,86,856.00

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional

floors of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

GRAND SUMMARY OF DG STACK WORKS (figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

TOTAL OF DG STACK WORKS

Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional floors of

ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

CHAPTER - 5 : DG STACK (New DG stes two Nos.)

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.1 EARTH WORK

2.6 5.5.1 Earth work in excavation by mechanical means (Hydraulic excavator)

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

as well as 10 sq.m on plan) including disposal of excavated earth,

lead upto 50m and lift up to 1.5m, disposed earth to be levelled and

neatly dressed.

2.25 5.5.2 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

2.26 5.5.3 Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

CARRIAGE OF MATERIALS

1.1 5.4.1 By Mechanical Transport including loading,unloading and stacking

5.2 CONCRETE & RCC WORK

4.1 5.2.1 Providing & laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

4.1.8 5.2.1.1 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

sources : 8 graded stone aggregate 40 mm nominal size derived from

natural sources) Cum 3.00 6,812.00 20,436.00

BOQ_DG STACK 67 Digitally signed by ARTI

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.9 5.2.2 Centring and shuttering including strutting, propping etc. and removal

5.9.1 5.2.2.1 Foundations, footings, bases of columns etc. for mass concrete.

5.9.5 5.2.2.2 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 7 736.40 5,154.80

5.9.6 5.2.2.3 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 35 961.30 33,645.50

5.22 5.2.4 Steel reinforcement for RCC work including straightening, cutting,

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

5.22.6 5.2.4.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3900 107.85 4,20,615.00

5.33 5.2.5 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, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

5.33.1 5.2.5.1 All works up to Plinth level.

5.33.1.1 (a) Concrete of M25 grade with minimum cement content of 330 kg /cum

5.35 5.2.6 Add for using extra cement in the items of design mix over and above

the specified cement content therein. quintal 15 733.50 11,002.50

BOQ_DG STACK 68 Digitally signed by ARTI

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.3 STEEL WORK

10.2 5.3.1 Structural steel work riveted, bolted or welded in built up sections,

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

and applying a priming coat of approved steel primer all complete.

10.19 5.3.2 Providing and fixing M.S. round holding down bolts with nuts and

washer plates complete kg 340 97.20 33,048.00

10.22 5.3.3 Welding by gas or electric plant including transportation of plant at

10.25 5.3.4 etc. complete.

Steel work welded in builtup sections/ framed work including cutting,

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

steel primer using structural steel etc.as requiredIn stringers, treads,

landing etc. of stair cses including use of chequered plate wherever

required, all complete.

10.25.1 5.3.4.1 In stringers, treads, landings etc. of stair cases, including use of

chequered plate wherever required, all complete

13.62 5.4.1 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade:

13.62.1 5.4.1.1 Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture. sqm 300 226.25 67,875.00

6.0 DG EXHAUST PIPING WORK

NS 6.1 Providing and fixing exhaust piping with bends flages packing and

hardwares from flexible pipe outlet to out side cannopy at each outlet

duly insulated with 80 kg/ cum density resin bonded fiber glass or

144 Kg / cum density mineral wool insulation (non combustible) pipe

section insulation covered with a layer of 120 gm/sqm polythene

sheet (vapour barrier) and finally applying 0.63mm aluminium sheet

cladding complete with type3 , grade 1 roofing feltstrip(as per IS:1322

as amended up to date ) at joints and repairing of damage to building

etc. as per specifications and as required of 400 mm size. For 2 DG

TOTAL OF DG STACK WORKS GRAND SUMMARY OF COSTS

BOQ_DG STACK 69 Digitally signed by ARTI

“Construction of 100 KLD STP, Waste Management, Rain Water Harvesting, Basement Ventilation at additional floors

of ISA/IPEA complex of IPO Building, at Dwarka, New Delhi.”

CHAPTER - 5 : DG STACK (Old DG stes)

DSR - RATE (RS.) AMOUNT(RS.)

2023/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.1 EARTH WORK

2.6 5.5.1 Earth work in excavation by mechanical means (Hydraulic excavator)

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

as well as 10 sq.m on plan) including disposal of excavated earth,

lead upto 50m and lift up to 1.5m, disposed earth to be levelled and

neatly dressed.

2.25 5.5.2 Filling available excavated earth (excluding rock) in trenches, plinth,

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

2.26 5.5.3 Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

CARRIAGE OF MATERIALS

1.1 5.4.1 By Mechanical Transport including loading,unloading and stacking

5.2 CONCRETE & RCC WORK

4.1 5.2.1 Providing & laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

4.1.8 5.2.1.1 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

sources : 8 graded stone aggregate 40 mm nominal size derived from

natural sources) Cum 3.00 6,812.00 20,436.00

Digitally signed by ARTI

5.9 5.2.2 Centring and shuttering including strutting, propping etc. and removal

5.9.1 5.2.2.1 Foundations, footings, bases of columns etc. for mass concrete.

5.9.5 5.2.2.2 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 5.2.2.3 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 35 961.30 33,645.50

5.22 5.2.4 Steel reinforcement for RCC work including straightening, cutting,

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

5.22.6 5.2.4.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3900 107.85 4,20,615.00

5.33 5.2.5 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, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

5.33.1 5.2.5.1 All works up to Plinth level.

5.33.1.1 (a) Concrete of M25 grade with minimum cement content of 330 kg /cum

5.35 5.2.6 Add for using extra cement in the items of design mix over and above

the specified cement content therein. quintal 15 733.50 11,002.50

5.3 STEEL WORK

10.2 5.3.1 Structural steel work riveted, bolted or welded in built up sections,

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

and applying a priming coat of approved steel primer all complete.

Digitally signed by ARTI

10.19 5.3.2 Providing and fixing M.S. round holding down bolts with nuts and

washer plates complete kg 340 97.20 33,048.00

10.22 5.3.3 Welding by gas or electric plant including transportation of plant at

10.25 etc. complete.

5.3.4 Steel work welded in builtup sections/ framed work including cutting,

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

steel primer using structural steel etc.as requiredIn stringers, treads,

landing etc. of stair cses including use of chequered plate wherever

required, all complete.

10.25.1 5.3.4.1 In stringers, treads, landings etc. of stair cases, including use of

chequered plate wherever required, all complete

13.62 5.4.1 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade:

13.62.1 5.4.1.1 Two or more coats on new work over an under coat of suitable shade

with ordinary paint of approved brand and manufacture. sqm 300 226.25 67,875.00

6.0 DG EXHAUST PIPING WORK

NS 6.1 Providing and fixing exhaust piping with bends flages packing and

hardwares from flexible pipe outlet to out side cannopy at each outlet

duly insulated with 80 kg/ cum density resin bonded fiber glass or

144 Kg / cum density mineral wool insulation (non combustible) pipe

section insulation covered with a layer of 120 gm/sqm polythene

sheet (vapour barrier) and finally applying 0.63mm aluminium sheet

cladding complete with type3 , grade 1 roofing feltstrip(as per IS:1322

as amended up to date ) at joints and repairing of damage to building

etc. as per specifications and as required of 400 mm size. For 3 DG

TOTAL OF DG STACK WORKS GRAND SUMMARY OF COSTS

(For Old DG Stake 3 Nos.) 28,11,439.85 26,81,760.00

Digitally signed by ARTI