Constructor of an MRF Centre for handling 05 TPD of dry waste.

Reject Platform (8M X 6M)

Processing Shed (10M X 38M)

Rooftop Solar Power Plant (8 kW)

Toilet (2 Nos.)

Machine and Equipments

Total of A

Office Building (6M X 3M)

Septic tank

Tube Well with Motor Pump

Solar Lighting(Lumpsum)

Surveillance Camera

Eletricity

Earth Filling

Plumbing work for Office Building & Toilet

Total of B

Total Cost (A+B)

Add 5.36% of Total cost ( For GST except electrical items)

Add 1.0% for contingency

Add 0.5% for contingency

Grand Total

BILL OF QUANTITY (5TPD MRF) BARUN

Amount of BOQ :-Rs.

Cost of BOQ

Bid Procesing Fee (to be paid though online mode)

NIT Information Issued

Last DATE/Time of BOQ Downloading

Prebid Meeting Time, Place/Date

Place : Office of EO

Last Date/Time of Tender Upload By contractor

Opening Date/Time of Fincial Bid

Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.

BOQ of CIVIL WORKS

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Suspended floors, roofs, landings, balconies and access platform.

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

sal wood

Second class teak wood

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

110 mm pipe Rain Water Pipe Roof To Ground Level

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Surgeon type wash basin of size 660x460mm.

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

0.80 mm thick with zinc coating not less than 275 grams per square meter

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

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

Columns, Pillars, Piers, Abutments, Posts, Struts

TURBO VENTILATOR

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

20.1(MP SOR)

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

As per GEM Portal (lumpsum)

Weigh bridge

As per GEM Portal (lumpsum)

3 Nos waste sorting Machine with platform, complete.

1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject.

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

As per GEM

White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.

Flexible pipe 32 mm dia

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

45 cm length

15 mm nominal bore

15 mm nominal bore

15 mm nominal bore

75 mm diameter.

110 mm diameter.

75 x 75 x 75 mm dia Single tee with door

110 x 110 x 110 mm dia Single tee with door

75 mm dia Bend

110 mm dia Bend

Code no. of 1354

As per GEM

As per GEM

Solar Lighting(Lumpsum)

CARRIAGE COST OF MATERIAL

Bricks

Coarse Sand

Local Sand

Stone Chips

Seigniorage Fee (10% of Basic Rate)

TOTAL

ADD EXTRA GST 5.36%( For GST except electrical items)

GRAND TOTAL

Civil works Estimate for Toilet Facitlity at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Toilet

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Toilet

Below Ground Slab

Below longer plinth beam

Below shorter plinth beam

Footing

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Toilet

Below Ground Slab

Below longer plinth beam

Below shorter plinth beam

Footing

Total Filling

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Toilet

Footing

Deduction for PCC in Footing

Deduction for RCC in Footing

Deduction for Column

Total Filling

Total

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Toilet

Footing

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Toilet

Footing Bottom

Footing Top

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Toilet

Columns - (0.2m x 0.3m) Below Ground Level

Columns - (0.2m x 0.3m) Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Toilet

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Longer Lintel on 200mm wall

Shorter Lintel on 200mm wall

Shorter Lintel on 100mm wall

Total RCC in beams

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Toilet

Ground Slab

Roof Slab

Sun Shede Slab Over Door

Sun Shede Slab Over Ventilator

Total RCC in slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo Mechanically Treated bars

Upto Plinth Level Assuming steel @ 100 kg per cub meter

In Columns Assuming steel @ 100 kg per cub meter

In Beams Assuming steel @ 100 kg per cub meter

In Slab Assuming steel @ 100 kg per cub meter

Total Reinforcements in RCC

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Toilet

Below longer plinth beam

Below shorter plinth beam

Total full Brickwork under Plinth

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

8" Brickwork

Toilet

Longer Wall In Super Structure

Shorter Wall In Super Structure

Deduction

Door D1

Ventilator V

Total 8" Brickwork

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Toilet

Longer Wall In Super Structure

Total 4" Internal brickwork wall

Total

Wood Work & P.V.C. Works

Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help ofPVCsolventcement&selfdrivenself tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge.

Toilet

Door D2

Door D1

Total PVC Sheet

Steel work

providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units.

Toilet

Ventilator V

Total steel

Total

Flooring

Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

Acid and alkali resistant tile.

Toilet Flooring

Toilet side Wall

Deduction

Door D2

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

Toilet

Inner Roof Slab

inner short wall

inner longer wall

Door deduction

Door Deduction

Total of Internal plaster

18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge

Toilet

Outer Side Wall

Deduction

Door opening

Ventilator V

Total of External plaster

Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

Total Qty of paint

Total

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

Toilet

For Footing

Footing Bottom

Footing Pedestral

Column Upto Plith Level

Total sides of the footings

Suspended floors, roofs, landings, balconies and access platform.

Toilet

Below Roof Slab

Ventilator V

Total Formwork in Roof Slab

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Toilet

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Lintel

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Toilet

Columns - (0.2m x 0.3m) Above Ground Level

Total Formwork in Columns

Total

Building Water Supply

Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank.

Water Storage Tank On Roof Slab

Water Storage Tank On Roof Slab

Total Water Storage Tank

Total

Sanitary Installation

Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern &C.P. flush bend with fittings &C.I.brackets, 40mm flush bend, over flow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

Toilet

W.C. pan

Total W.C. Pan

Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

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

Urinal Basin

Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm.

Wash Basin

Total Wash Basin

Total

Add Carriage Cost of Material

Bricks

Course Sand

Stone Chips

Local sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Course Sand

Local sand

Stone Chips

TOTAL

Total Cost

Add 10% for electric and Plumbing work

Total Cost

For 2 nos. of toilet block

Calculation for material consumption

Local sand filling

Bricks work 1:6

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

15mm cement Plaster 1:5/6mm 1:3

Tiles work 1:4

TOTAL

Civil works Estimate for Office Building at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Estimate prepared as per BCD SOR 2022

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

Below Ground Slab

Below longer plingth beam

Below shorter plinth beam

Footing

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Below Ground Slab

Below longer plingth beam

Below shorter plinth beam

Footing

Total Filling

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Footing type

Deduction for PCC in Footing

Deduction for RCC in Footing

Deduction for Column

Total Filling

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Footing type

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Type Footing Bottom

Type Footing top

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Columns - (0.2m x 0.3m) Below Ground Level

Columns - (0.2m x 0.3m) Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Longer Lintel on 200mm wall

Shorter Lintel on 200mm wall

Shorter Lintel on 100mm wall

partition wall

Total RCC in beams

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Ground Slab

Roof Slab

Sun Shede Slab Over Door

Sun Shede Slab Over Window

Sun Shede Slab Over Ventilator

Steps

Total RCC in slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 120 kg per cubic meter

In Columns Assuming steel @ 120 kg per cubic meter

In Beams Assuming steel @ 120 kg per cubic meter

In Slab Assuming steel @ 100 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Below longer plinth beam

Below shorter plinth beam

Total full Brickwork under Plinth

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

8" Brickwork

Longer Wall In Super Structure

Shorter Wall In Super Structure

Parapet Wall

Deduction

Column

Door D1

Window W

Ventilator V

Total 8" Brickwork

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure

Shorter Wall In Super Structure

Deduction

Total 4" Internal brickwork wall

Total

Wood Work & P.V.C. Works

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

sal wood

Total frames of doors

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:

Second class teak wood

Total shutters for doors

Total

Steel work

providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units.

Window W

Ventilator V

Total steel

Total

Flooring and wall tiles

Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

Flooring

Toilet side Wall and wash basin area

Deduction

Total

Roofing

Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

110 mm pipe Rain Water Pipe Roof To Ground Level

Total Rain Water Pipe

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

Inner Roof Slab

Inner Side Wall 200mm wall

Inner Side Wall 100mm wall

Partition wall

Deduction

Window W

Ventilator

Total of Internal plaster

15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand)

Outer Side Wall

Sun Shed Bootom & Top

Door D1

Window W

Ventilator V

Deduction

Door D1

Window W

Ventilator V

Total of External plaster

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

Total Qty of External Plaster

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Total Qty of Internal and External putty over Plaster

Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

Total Qty of Internal and External Plaster

Total

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

For Footing Type

Footing Bottom

Footing Pedestral

Column Upto Plith Level

Total sides of the footings

Suspended floors, roofs, landings, balconies and access platform.

Below Roof Slab

Sun Shed Bootom & Top

Door D1

Window W

Ventilator V

Total Formwork in Roof Slab

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Lintel

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Columns - (0.2m x 0.3m) Abobe Ground Level

Total Formwork in Columns

Total

Building Water Supply

Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank.

Water Storage Tank On Roof Slab

Total Water Storage Tank

Total

Sanitary Installation

Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern &C.P. flush bend with fittings &C.I.brackets, 40mm flush bend, over flow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

W.C. pan

Total W.C. Pan

Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

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

Urinal Basin

Total Urinal

Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm.

Surgeon type wash basin of size 660x460mm.

Wash Basin

Total Wash Basin

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Local Sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Local Sand

Stone Chips

TOTAL

Total

Total Cost

Add 15% for Electrification and Plumbing Work (Item and Fitting Charge)

Total

cement concrete M20

Reinforcement M20

Local sand filling

Bricks work 1:6

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

15mm cement Plaster 1:4

Tiles work 1:4

Civil works Estimate for Processing Shed (Covered) at SWM Plant Estimate No.

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

complete area

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Footing type A

Footing type C

Total Excavation

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Footing type A

Footing type B

Footing type C

Deduction for PCC in Footing

Deduction for RCC in Footing(STEP 1)

Deduction for RCC in Footing(STEP 2)

Deduction for Column

Total Filling

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Below plinth slab of Shed

Total Filling

Total

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Cement Concrete

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Footing type A

Below longer plinth beam

Below shorter plinth beam

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

For Footing Type A

Footing Bottom

Footing Pedestral

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

A Columns - Below Ground Level

A Columns - Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Longer Plinth Beam

Shorter Plinth Beam

Ramp at Entrance

Total RCC in beams

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Ground Slab

Total RCC in slab

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 120 kg per cubic meter

In Columns Assuming steel @ 110 kg per cubic meter

In Beams Assuming steel @ 110 kg per cubic meter

In Slab Assuming steel @ 100 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Below longer plinth beam

Below shorter plinth beam

deduction for column

Total full Brickwork under Plinth

Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding :

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

Total 8" Brickwork

deduction for column

Deduction for opening in front side

Total

Steel work

Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

10nos. * 6m hight * 46.1 kg weight/m

Top of the Truss (I section 300x140x7.7)@ 46.1kg/m

5nos. * 10m length * 46.1 kg weight/m

20% Extra of Truss Weight For Rafter Below Truss Beam

Total weight

10% Extra of total Weight For Bolting, Belding, Plats etc.

Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Total area of Rolling shutters

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

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

4nos. * 80m length * 6.75 kg weight/m

Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m

10nos. * 30m length * 6.75 kg weight/m

Total Weigth

10% Extra of total Weight For Bolting, Belding, Plats etc.

Total Weight of tubular trusses

Total

Roofing

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Roofing over the structure

Side of the structure

Triangular upper Portion

Shutter deduction

Total area of galvanised iron profile sheets

Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Total Ridge Top of the Structure

Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Total GS sheet gutter Both side of structure

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..

Total Rain Water Pipe

Total

Finishing

18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge

Total Area of External plaster

Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

Total Paint area

Total

Formwork

Calculation for material consumption

cement concrete M20

Reinforcement M20

Local sand filling

Bricks work 1:6

Bricks work 1:4

18mm Cement Plaster 1:5

Total

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

For Footing Type A

Footing Bottom

Footing Pedestral

Total sides of the footings

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Longer Plinth Beam

Shorter Plinth Beam

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Columns -A (0.6m x 0.4m) Below Ground Level

Total Formwork in Columns

Total

EAVE GUTTER

TURBO VENTILATOR

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Local Sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Local Sand

Coarse Sand

Stone Chips

TOTAL

Total Cost

Add 3% for Electrification and Plumbing Work

Total

DETAILED ESTIMATE FOR ELECTRICITY(BIHAR)

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

As per GEM

Total:

DETAILED ESTIMATE FOR PLUMBING, SANITARY (BIHAR)

Based on B.S.R

White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.

Flexible pipe 32 mm dia

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

45 cm length

15 mm nominal bore

15 mm nominal bore

15 mm nominal bore

75 mm diameter.

110 mm diameter.

75 x 75 x 75 mm dia Single tee with door

110 x 110 x 110 mm dia Single tee with door

75 mm dia Bend

110 mm dia Bend

Code no. of 1354

Total Cost =

Cost of Plant Machinery and Equipment at SWM Plant

Weigh Bridge

As per GEM Portal (lumpsum)

Dry Waste Processing Machines

As per GEM Portal (lumpsum)

Waste Sorting

Trommel (35 mm)

Wet Waste Processing Machines

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

Total Machinery Cost

Detailed Estimate for Construction of 100 mm x 90 mTube well

Manual Boring

Rates are based on SOR

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Total :

Civil works Estimate of Septic tank for toilet at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

All kinds of soil

Excavation for septic tank

Soak pit 1*(0.7855*2.0*2.0)*3

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Filling Septic tank

for soak pit

Total Filling

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

PCC For Tank

Soak pit 1*((0.7855*1.4*1.4)*-(0.7855*1.0*1.0))0.10

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

RCC For Tank Bottom Slab

Soak pit 0.7855*1.0*1.0*0.10

Top slab

for roof (0.7855*1.4*1.4)

Total RCC

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 60 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

FOR OUTER WALL (3.6+2.4)*2= 12

Soak pit ((0.7855*1.4*1.4)*-(0.7855*1.0*1.0))2.9

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

FOR PARTITIONS WALL

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

For outer wall

Partition wall

Total of Internal & Outer plaster

Total

Formwork

Suspended floors, roofs, landings, balconies and access platform.

top slab

for roof

Total

Total

RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER

20.1(MP SOR)

Excavation for 110mm

Total

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Stone Chips

TOTAL

Total Cost

Calculation for material consumption

cement concrete M20

Reinforcement M20

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

Total

Civil works Estimate for Reject Platform at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Estimate prepared as per BCD SOR 2022

Earth Work

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m

Reject waste platform

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Reject waste platform

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Reject waste platform

Total Filling

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Reject waste platform

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Total RCC in Slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

In Slabs Assuming steel @ 80 kg/cum

Total Reinforcements in RCC

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

Reject waste platform (Pcc Work)

Reject waste platform (Rcc work)

Total Formwork in Slab

Total

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Stone Chips

TOTAL

Total Cost

Calculation for material consumption

cement concrete M20

Reinforcement M20

Cost of SOLAR ROOF T0P PLANT

As per GEM Portal (lumpsum)

Cost of Surveillance Camera

As per GEM Portal

Type of Camera HousingBullet Camera

IP CameraYes

Camera Image Sensing capacity2MP (1920 x 1080 Pixel) or better

Maximum Frame Rates(frames per second) Supported25/30

Number of simultaneous video StreamsQuad Stream(Full/Compressed)

IR illumination Range(meter)31-50

Installation Type/ Area of useOutdoor

Lens TypeVarifocal Motorized

Focal Length for Fixed / Fisheye Lens Type (mm)NA ( being varifocal Lens )

Focal Length for Varifocal Lens Type (mm)Max 12 mm or better

Optical Zoommore than 3X - 5X

Type of network required to transmit video / Image recorded by cameraWired

On Board SD Card SupportNo

SD Card CapacityNA

Comprehensive Warranty (Year)2

Availability of security testing report for CCTV/VSS issued by standardization Testing and Quality certification (STQC) Laboratory or any other agency notified by MeityYes (Complying to the requirement of clause 5 of S.O. 1119 (E) on the subject: Public Procurement (Prefence to make in India) Order 2017-Notifying CCTV/Video Surveillance System for Security in furtherance of the order at dated 6th March, 2024 or Latest)

BIS Registration (CRS) for safety general requirements as per IS 13252 (Part 1):latestYes

TOTAL

Earth Filling

Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead.

Total

BILL OF QUANTITY ( Dry waste and Wet waste) NABINAGAR

Amount of BOQ :-Rs.

Cost of BOQ

Bid Procesing Fee (to be paid though online mode)

NIT Information Issued

Last DATE/Time of BOQ Downloading

Prebid Meeting Time, Place/Date

Place : Office of EO

Last Date/Time of Tender Upload By contractor

Opening Date/Time of Fincial Bid

Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.

BOQ of CIVIL WORKS

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Suspended floors, roofs, landings, balconies and access platform.

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

sal wood

Second class teak wood

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

110 mm pipe Rain Water Pipe Roof To Ground Level

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Surgeon type wash basin of size 660x460mm.

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

0.80 mm thick with zinc coating not less than 275 grams per square meter

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

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

Columns, Pillars, Piers, Abutments, Posts, Struts

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

20.1(MP SOR)

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

As per GEM Portal (lumpsum)

Weigh bridge

As per GEM Portal (lumpsum)

3 Nos waste sorting Machine with platform, complete.

1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject.

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

CARRIAGE COST OF MATERIAL

Bricks

Coarse Sand

Local Sand

Stone Chips

Add 0.5% for contingency

Grand Total

Seigniorage Fee (10% of Basic Rate)

Total of A

ADD EXTRA GST 5.36%

TOTAL

GROSS TOTAL

Estimate of Model Design for 5 TPD Dry waste

As Per BCD SOR 2022

Reject Platform (8M X 6M)

Processing Shed (10M X 38M)

Rooftop Solar Power Plant (8 kW)

Toilet (2 Nos.)

Machine and Equipments

Total of A

Office Building (6M X 3M)

Septic tank

Tube Well with Motor Pump

Solar Lighting(Lumpsum)

Surveillance Camera

Eletricity

Earth Filling

Plumbing work for Office Building & Toilet

Total of B

Total Cost (A+B)

Add 5.36% of Total cost ( For GST except electrical items)

Add 1.0% for contingency

Add 0.5% for contingency

Grand Total

BILL OF QUANTITY (5TPD MRF) DEO

Amount of BOQ :-Rs.

Cost of BOQ

Bid Procesing Fee (to be paid though online mode)

NIT Information Issued

Last DATE/Time of BOQ Downloading

Prebid Meeting Time, Place/Date

Place : Office of EO

Last Date/Time of Tender Upload By contractor

Opening Date/Time of Fincial Bid

Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.

BOQ of CIVIL WORKS

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Suspended floors, roofs, landings, balconies and access platform.

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

sal wood

Second class teak wood

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

110 mm pipe Rain Water Pipe Roof To Ground Level

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Surgeon type wash basin of size 660x460mm.

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

0.80 mm thick with zinc coating not less than 275 grams per square meter

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

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

Columns, Pillars, Piers, Abutments, Posts, Struts

TURBO VENTILATOR

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

20.1(MP SOR)

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

As per GEM Portal (lumpsum)

Weigh bridge

As per GEM Portal (lumpsum)

3 Nos waste sorting Machine with platform, complete.

1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject.

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

As per GEM

White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.

Flexible pipe 32 mm dia

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

45 cm length

15 mm nominal bore

15 mm nominal bore

15 mm nominal bore

75 mm diameter.

110 mm diameter.

75 x 75 x 75 mm dia Single tee with door

110 x 110 x 110 mm dia Single tee with door

75 mm dia Bend

110 mm dia Bend

Code no. of 1354

As per GEM

As per GEM

Solar Lighting(Lumpsum)

CARRIAGE COST OF MATERIAL

Bricks

Coarse Sand

Local Sand

Stone Chips

Seigniorage Fee (10% of Basic Rate)

TOTAL

ADD EXTRA GST 5.36%( For GST except electrical items)

GRAND TOTAL

Civil works Estimate for Toilet Facitlity at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Toilet

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Toilet

Below Ground Slab

Below longer plinth beam

Below shorter plinth beam

Footing

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Toilet

Below Ground Slab

Below longer plinth beam

Below shorter plinth beam

Footing

Total Filling

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Toilet

Footing

Deduction for PCC in Footing

Deduction for RCC in Footing

Deduction for Column

Total Filling

Total

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Toilet

Footing

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Toilet

Footing Bottom

Footing Top

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Toilet

Columns - (0.2m x 0.3m) Below Ground Level

Columns - (0.2m x 0.3m) Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Toilet

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Longer Lintel on 200mm wall

Shorter Lintel on 200mm wall

Shorter Lintel on 100mm wall

Total RCC in beams

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Toilet

Ground Slab

Roof Slab

Sun Shede Slab Over Door

Sun Shede Slab Over Ventilator

Total RCC in slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo Mechanically Treated bars

Upto Plinth Level Assuming steel @ 100 kg per cub meter

In Columns Assuming steel @ 100 kg per cub meter

In Beams Assuming steel @ 100 kg per cub meter

In Slab Assuming steel @ 100 kg per cub meter

Total Reinforcements in RCC

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Toilet

Below longer plinth beam

Below shorter plinth beam

Total full Brickwork under Plinth

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

8" Brickwork

Toilet

Longer Wall In Super Structure

Shorter Wall In Super Structure

Deduction

Door D1

Ventilator V

Total 8" Brickwork

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Toilet

Longer Wall In Super Structure

Total 4" Internal brickwork wall

Total

Wood Work & P.V.C. Works

Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile.The styles & rails shall be of size75mmx30 mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge sideof the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33mmx17mmx 1mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding(pushfit type) will be set inside the styles and the rails with acavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tappings crews. Single piece extruded solid PVC lock rail of size 100mmx 30mm with wall thickness 5mm & 15mm integrally extruded in the middle of the lock rail & fixed with styles with the help ofPVCsolventcement&selfdrivenself tappingscrewsof size100 mm x 8mm complete as per manufacturer’s specifications and direction of Engineer-in-charge.

Toilet

Door D2

Door D1

Total PVC Sheet

Steel work

providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units.

Toilet

Ventilator V

Total steel

Total

Flooring

Providing and fixing 10mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding,and joints filled with acid and/oralkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

Acid and alkali resistant tile.

Toilet Flooring

Toilet side Wall

Deduction

Door D2

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

Toilet

Inner Roof Slab

inner short wall

inner longer wall

Door deduction

Door Deduction

Total of Internal plaster

18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge

Toilet

Outer Side Wall

Deduction

Door opening

Ventilator V

Total of External plaster

Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

Total Qty of paint

Total

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

Toilet

For Footing

Footing Bottom

Footing Pedestral

Column Upto Plith Level

Total sides of the footings

Suspended floors, roofs, landings, balconies and access platform.

Toilet

Below Roof Slab

Ventilator V

Total Formwork in Roof Slab

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Toilet

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Lintel

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Toilet

Columns - (0.2m x 0.3m) Above Ground Level

Total Formwork in Columns

Total

Building Water Supply

Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank.

Water Storage Tank On Roof Slab

Water Storage Tank On Roof Slab

Total Water Storage Tank

Total

Sanitary Installation

Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern &C.P. flush bend with fittings &C.I.brackets, 40mm flush bend, over flow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

Toilet

W.C. pan

Total W.C. Pan

Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

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

Urinal Basin

Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm.

Wash Basin

Total Wash Basin

Total

Add Carriage Cost of Material

Bricks

Course Sand

Stone Chips

Local sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Course Sand

Local sand

Stone Chips

TOTAL

Total Cost

Add 10% for electric and Plumbing work

Total Cost

For 2 nos. of toilet block

Calculation for material consumption

Local sand filling

Bricks work 1:6

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

15mm cement Plaster 1:5/6mm 1:3

Tiles work 1:4

TOTAL

Civil works Estimate for Office Building at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Estimate prepared as per BCD SOR 2022

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

Below Ground Slab

Below longer plingth beam

Below shorter plinth beam

Footing

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Below Ground Slab

Below longer plingth beam

Below shorter plinth beam

Footing

Total Filling

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Footing type

Deduction for PCC in Footing

Deduction for RCC in Footing

Deduction for Column

Total Filling

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Footing type

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Type Footing Bottom

Type Footing top

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Columns - (0.2m x 0.3m) Below Ground Level

Columns - (0.2m x 0.3m) Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Longer Lintel on 200mm wall

Shorter Lintel on 200mm wall

Shorter Lintel on 100mm wall

partition wall

Total RCC in beams

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Ground Slab

Roof Slab

Sun Shede Slab Over Door

Sun Shede Slab Over Window

Sun Shede Slab Over Ventilator

Steps

Total RCC in slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete. 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 120 kg per cubic meter

In Columns Assuming steel @ 120 kg per cubic meter

In Beams Assuming steel @ 120 kg per cubic meter

In Slab Assuming steel @ 100 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Below longer plinth beam

Below shorter plinth beam

Total full Brickwork under Plinth

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

8" Brickwork

Longer Wall In Super Structure

Shorter Wall In Super Structure

Parapet Wall

Deduction

Column

Door D1

Window W

Ventilator V

Total 8" Brickwork

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

4" Internal brickwork wall

Longer Wall In Super Structure

Shorter Wall In Super Structure

Deduction

Total 4" Internal brickwork wall

Total

Wood Work & P.V.C. Works

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

sal wood

Total frames of doors

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:

Second class teak wood

Total shutters for doors

Total

Steel work

providingand fixingsteel beadingof approvedshapeand sectionwithscrews instreadof glaxingclipsandmet.Sashputty in steel doors, windows, Ventilators and comosite units.

Window W

Ventilator V

Total steel

Total

Flooring and wall tiles

Providing and fixing 10 mm thick acid and / or alkali resistant tiles of approved make and colour using acid and / or alkali resisting mortar bedding, and joints filled with acid and / or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in-Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

Flooring

Toilet side Wall and wash basin area

Deduction

Total

Roofing

Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

110 mm pipe Rain Water Pipe Roof To Ground Level

Total Rain Water Pipe

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

Inner Roof Slab

Inner Side Wall 200mm wall

Inner Side Wall 100mm wall

Partition wall

Deduction

Window W

Ventilator

Total of Internal plaster

15 mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 cement: 4 fine sand)

Outer Side Wall

Sun Shed Bootom & Top

Door D1

Window W

Ventilator V

Deduction

Door D1

Window W

Ventilator V

Total of External plaster

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

Total Qty of External Plaster

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Total Qty of Internal and External putty over Plaster

Finishing wall with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

Total Qty of Internal and External Plaster

Total

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

For Footing Type

Footing Bottom

Footing Pedestral

Column Upto Plith Level

Total sides of the footings

Suspended floors, roofs, landings, balconies and access platform.

Below Roof Slab

Sun Shed Bootom & Top

Door D1

Window W

Ventilator V

Total Formwork in Roof Slab

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Longer Plinth Beam

Shorter Plinth Beam

Longer Roof Beam

Shorter Roof Beam

Lintel

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Columns - (0.2m x 0.3m) Abobe Ground Level

Total Formwork in Columns

Total

Building Water Supply

Providing and placing on terrace (atall floor levels) polyethylene water storagetank, ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and over flow pipes but without fittings and the base support for tank.

Water Storage Tank On Roof Slab

Total Water Storage Tank

Total

Sanitary Installation

Providing and fixing white vitreous china pedestal type water closet (European type)with seat and lid, 10 litre low level white vitreous china flushing cistern &C.P. flush bend with fittings &C.I.brackets, 40mm flush bend, over flow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

W.C. pan

Total W.C. Pan

Providing and fixing white vitreous china flatback or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

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

Urinal Basin

Total Urinal

Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : fittings :Surgeon type wash basin of size 660x460mm.

Surgeon type wash basin of size 660x460mm.

Wash Basin

Total Wash Basin

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Local Sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Local Sand

Stone Chips

TOTAL

Total

Total Cost

Add 15% for Electrification and Plumbing Work (Item and Fitting Charge)

Total

cement concrete M20

Reinforcement M20

Local sand filling

Bricks work 1:6

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

15mm cement Plaster 1:4

Tiles work 1:4

Civil works Estimate for Processing Shed (Covered) at SWM Plant Estimate No.

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

complete area

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Footing type A

Footing type C

Total Excavation

Filling available excavated earth(excludingrock) intrenches,plinth,sidesof foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead

Footing type A

Footing type B

Footing type C

Deduction for PCC in Footing

Deduction for RCC in Footing(STEP 1)

Deduction for RCC in Footing(STEP 2)

Deduction for Column

Total Filling

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Below plinth slab of Shed

Total Filling

Total

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Footing type A

Below longer plinth beam

Below shorter plinth beam

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Footing type A

Below longer plinth beam

Below shorter plinth beam

Cement Concrete

Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Footing type A

Below longer plinth beam

Below shorter plinth beam

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

For Footing Type A

Footing Bottom

Footing Pedestral

Total RCC in Footing

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

A Columns - Below Ground Level

A Columns - Above Ground Level

Total RCC in Columns

Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concreteof specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

Longer Plinth Beam

Shorter Plinth Beam

Ramp at Entrance

Total RCC in beams

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Ground Slab

Total RCC in slab

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 120 kg per cubic meter

In Columns Assuming steel @ 110 kg per cubic meter

In Beams Assuming steel @ 110 kg per cubic meter

In Slab Assuming steel @ 100 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with bricks of class designation 100B in foundations and plinth ,Cement mortar 1:6 (1 cement: 6 coarse sand )

Below longer plinth beam

Below shorter plinth beam

deduction for column

Total full Brickwork under Plinth

Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 75 Kg/CM2 (average compressive strength) in superstructure above plinth level up to floor 2 level including the cost of scaffolding :

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

Total 8" Brickwork

deduction for column

Deduction for opening in front side

Total

Steel work

Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

10nos. * 6m hight * 46.1 kg weight/m

Top of the Truss (I section 300x140x7.7)@ 46.1kg/m

5nos. * 10m length * 46.1 kg weight/m

20% Extra of Truss Weight For Rafter Below Truss Beam

Total weight

10% Extra of total Weight For Bolting, Belding, Plats etc.

Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Total area of Rolling shutters

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

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

4nos. * 80m length * 6.75 kg weight/m

Top of shed (Rectangal Section 100x50x3)@ 6.75 kg/m

10nos. * 30m length * 6.75 kg weight/m

Total Weigth

10% Extra of total Weight For Bolting, Belding, Plats etc.

Total Weight of tubular trusses

Total

Roofing

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Roofing over the structure

Side of the structure

Triangular upper Portion

Shutter deduction

Total area of galvanised iron profile sheets

Providing ridges or hips of width 60cm over all width plain GS sheet fixed with polymer coated J or L hooks bolts and nuts 8mm dia GI limpet and bitumen washers complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Total Ridge Top of the Structure

Providing and fixing plain GS sheet gutter with iron brackets 40x3 mm size, bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Total GS sheet gutter Both side of structure

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..

Total Rain Water Pipe

Total

Finishing

18mm cement plaster in two coat under layer 12mm thick cement plaster 1:5 (1 cement: 5 course sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand finiished rough with sponge

Total Area of External plaster

Finishing withDeluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications.

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

Total Paint area

Total

Formwork

Calculation for material consumption

cement concrete M20

Reinforcement M20

Local sand filling

Bricks work 1:6

Bricks work 1:4

18mm Cement Plaster 1:5

Total

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

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

For Footing Type A

Footing Bottom

Footing Pedestral

Total sides of the footings

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Longer Plinth Beam

Shorter Plinth Beam

Total Formwork in Beam

Columns, Pillars, Piers, Abutments, Posts, Struts

Columns -A (0.6m x 0.4m) Below Ground Level

Total Formwork in Columns

Total

EAVE GUTTER

TURBO VENTILATOR

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Local Sand

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Local Sand

Coarse Sand

Stone Chips

TOTAL

Total Cost

Add 3% for Electrification and Plumbing Work

Total

DETAILED ESTIMATE FOR ELECTRICITY(BIHAR)

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

As per GEM

Total:

DETAILED ESTIMATE FOR PLUMBING, SANITARY (BIHAR)

Based on B.S.R

White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.

Flexible pipe 32 mm dia

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

45 cm length

15 mm nominal bore

15 mm nominal bore

15 mm nominal bore

75 mm diameter.

110 mm diameter.

75 x 75 x 75 mm dia Single tee with door

110 x 110 x 110 mm dia Single tee with door

75 mm dia Bend

110 mm dia Bend

Code no. of 1354

Total Cost =

Cost of Plant Machinery and Equipment at SWM Plant

Weigh Bridge

As per GEM Portal (lumpsum)

Dry Waste Processing Machines

As per GEM Portal (lumpsum)

Waste Sorting

Trommel (35 mm)

Wet Waste Processing Machines

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

Total Machinery Cost

Detailed Estimate for Construction of 100 mm x 90 mTube well

Manual Boring

Rates are based on SOR

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Total :

Civil works Estimate of Septic tank for toilet at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Earth Work

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

All kinds of soil

Excavation for septic tank

Soak pit 1*(0.7855*2.0*2.0)*3

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Filling Septic tank

for soak pit

Total Filling

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

PCC For Tank

Soak pit 1*((0.7855*1.4*1.4)*-(0.7855*1.0*1.0))0.10

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

RCC For Tank Bottom Slab

Soak pit 0.7855*1.0*1.0*0.10

Top slab

for roof (0.7855*1.4*1.4)

Total RCC

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

Upto Plinth Level Assuming steel @ 60 kg per cubic meter

Total Reinforcements in RCC

Total

Brick Work

Brick work with fly ash bricks asper IS12894(2002)&IS3495in foundations and plinth , Cement mortar 1.:4 (1 cement: 4 coarse sand )

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

FOR OUTER WALL (3.6+2.4)*2= 12

Soak pit ((0.7855*1.4*1.4)*-(0.7855*1.0*1.0))2.9

Half Brick masonry with open bhatta of class designation 25 in super structure above plinth level upto floor 2 level including the cost of scaffolding

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

FOR PARTITIONS WALL

Total

Finishing

12 mm cement plaster of mix

1:4 ( 1 cement: 4 fine sand)

For outer wall

Partition wall

Total of Internal & Outer plaster

Total

Formwork

Suspended floors, roofs, landings, balconies and access platform.

top slab

for roof

Total

Total

RAINWATER HARVESTING, RECYCLE AND REUSE OF WASTE WATER

20.1(MP SOR)

Excavation for 110mm

Total

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Stone Chips

TOTAL

Total Cost

Calculation for material consumption

cement concrete M20

Reinforcement M20

Bricks work 1:4

Half Brick work 1:4

12mm Cement Plaster 1:4

Total

Civil works Estimate for Reject Platform at SWM Plant

URBAN DEVELOPMENT AND HOUSING DEPARTMENT, GOVT OF BIHAR

Estimate prepared as per BCD SOR 2022

Earth Work

Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m

Reject waste platform

Total Surface Dressing

Earthwork in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

All kinds of soil

Reject waste platform

Total Excavation

Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m .

Moorum/Hard copra

Reject waste platform

Total Filling

Total

Cement Concrete

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Reject waste platform

Total PCC

Total

Reinforced Cement Concrete

Providing and laying in position machine batched ,machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Total RCC in Slab

Reinforcement forR.C.C.work including straightening,cutting,bending, placing in position and binding all complete.IS : 13920; IS 456 & SP : 34) etc. complete.

Thermo-Mechanically Treated bars. (Fe 500 D or more)

In Slabs Assuming steel @ 80 kg/cum

Total Reinforcements in RCC

Formwork

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :

Reject waste platform (Pcc Work)

Reject waste platform (Rcc work)

Total Formwork in Slab

Total

Add Carriage Cost of Material

Bricks

Coarse Sand

Stone Chips

Cement

Steel

TOTAL

Seigniorage Fee (10% of Basic Rate)

Bricks

Coarse Sand

Stone Chips

TOTAL

Total Cost

Calculation for material consumption

cement concrete M20

Reinforcement M20

Cost of SOLAR ROOF T0P PLANT

As per GEM Portal (lumpsum)

Cost of Surveillance Camera

As per GEM Portal

Type of Camera HousingBullet Camera

IP CameraYes

Camera Image Sensing capacity2MP (1920 x 1080 Pixel) or better

Maximum Frame Rates(frames per second) Supported25/30

Number of simultaneous video StreamsQuad Stream(Full/Compressed)

IR illumination Range(meter)31-50

Installation Type/ Area of useOutdoor

Lens TypeVarifocal Motorized

Focal Length for Fixed / Fisheye Lens Type (mm)NA ( being varifocal Lens )

Focal Length for Varifocal Lens Type (mm)Max 12 mm or better

Optical Zoommore than 3X - 5X

Type of network required to transmit video / Image recorded by cameraWired

On Board SD Card SupportNo

SD Card CapacityNA

Comprehensive Warranty (Year)2

Availability of security testing report for CCTV/VSS issued by standardization Testing and Quality certification (STQC) Laboratory or any other agency notified by MeityYes (Complying to the requirement of clause 5 of S.O. 1119 (E) on the subject: Public Procurement (Prefence to make in India) Order 2017-Notifying CCTV/Video Surveillance System for Security in furtherance of the order at dated 6th March, 2024 or Latest)

BIS Registration (CRS) for safety general requirements as per IS 13252 (Part 1):latestYes

TOTAL

Earth Filling

Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead.

Total

BILL OF QUANTITY ( Dry waste and Wet waste) NABINAGAR

Amount of BOQ :-Rs.

Cost of BOQ

Bid Procesing Fee (to be paid though online mode)

NIT Information Issued

Last DATE/Time of BOQ Downloading

Prebid Meeting Time, Place/Date

Place : Office of EO

Last Date/Time of Tender Upload By contractor

Opening Date/Time of Fincial Bid

Last Date/Time and Place for Submission of Earnest Money With all Original Affidavit, Original BOQ &Bank Draft For Cost of BOQ.

BOQ of CIVIL WORKS

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Suspended floors, roofs, landings, balconies and access platform.

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

sal wood

Second class teak wood

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).

110 mm pipe Rain Water Pipe Roof To Ground Level

1:4 ( 1 cement: 4 fine sand)

Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

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

Lintels, Beams, Plinth Beams, bressumers, girders & cantilevers

Columns, Pillars, Piers, Abutments, Posts, Struts

W.C. pan with ISI marked white solid plastic seat and lid

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

Surgeon type wash basin of size 660x460mm.

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

A Type Main Column (I section 300x140x7.7)@ 46.1kg/m

80x1.20mm thick M.S. laths with 1.20 mm thick top cover Providing and fixing ball bearing for rolling shutters…

Hot finished welded type tubes

Side of shed (Rectangal Section 100x50x5)@ 6.75 kg/m

0.80 mm thick with zinc coating not less than 275 grams per square meter

providing and fixing 16cm wide 45 cm overall semi circular plain GS sheet gutter with iron brackets 40x3mm size bolts nuts and washers etc. including making necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275 grams per square meter

Two or more coats applied @ 1.25 ltr/ 10 sq.m. over and including one coat of special primer applied @ 0.75 ltr / 10 sq.m.

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

Columns, Pillars, Piers, Abutments, Posts, Struts

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

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

Cement Mortar 1 : 4 (1 cement : 4 coarse sand)

1:4 ( 1 cement: 4 fine sand)

20.1(MP SOR)

All kinds of soil

Moorum/Hard copra

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate)

Thermo-Mechanically Treated bars. (Fe 500 D or more)

As per GEM Portal (lumpsum)

Weigh bridge

As per GEM Portal (lumpsum)

3 Nos waste sorting Machine with platform, complete.

1 Nos. for screening of 5 TPD waste with capacity 1 TPH of diameter 1.5 m and length 6m. With conveyor for feeder and reject.

As per GEM Portal (lumpsum)

As Per CPHEEO

As per GEM Portal (lumpsum)

All types of soil - 300 mm dia.

100 mm nominal size dia

100 mm nominal size dia

Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I

Light Point - 39

Fan/Wall Fan Point - 13

Exhaust Fan Point - 02

Call Bell Point - 02

WEIGH BRIDGE-01

TROMMEL-01

CONVEYOR BELT-13

BALER-01

MAGNETIC SEPERATOR-01

MISCELLENEOUS-15

Total: = 88

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (for 3X5A socket Point)

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 1 X 6 sq. mm earth wire

5/6 amps switch

3 pin, 5/6 amps socket outlet

1 or 2 module (75mm X 75mm)

12 way, Double door

4 way ( 4 + 12 ), double door, horizontal type

6A to 32A amps, single pole

40A to 63A amps, SPN

40A to 63A amps, TPN

125 A, 36 KA, FPMCCB

9/10 watt LED lamp

300 mm sweep

200 mm sweep (1300/1400 RPM)

50 sq.mm, 3.5 core

Above 35 sq. mm and upto 95 sq. mm

4 X 16 sq. mm

4 X 25 sq. mm

FOR LIGHTNING ARRESTER

CARRIAGE COST OF MATERIAL

Bricks

Coarse Sand

Local Sand

Stone Chips

Add 0.5% for contingency

Grand Total

Seigniorage Fee (10% of Basic Rate)

Total of A

ADD EXTRA GST 5.36%

TOTAL

GROSS TOTAL