Construction of Chatt Ghat at Janardhan Ghat and Construction of Bindtoli Ghat Crematorium at Danapur, Patna, Bihar

SUMMARY OF BILL OF QUANTITY

SN. SUB HEAD DSR AMOUNT NDSR AMOUNT TOTAL AMOUNT

SN. SUB HEAD DSR AMOUNT NDSR AMOUNT TOTAL AMOUNT

1 Constrcution of Chatt Ghat at Janardhan Ghat 13662161.24 0.00 13662161.24

2 Construction of Bindtoli Ghat Crematorium 5662327.59 0.00 5662327.587

3 High Mast Light 0 362611.72 362611.72

TOTAL AMOUNT 19687100.55

TOTAL AMOUNT 19687100.55

Digitally signed by

NBCC PRIYA CONTRACTOR

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami

Gange Programme.

SUMMARY OF BILL OF QUANTITY

Sub Head- Constrcution of Chatt Ghat at Janardhan Ghat

DSR 2021- NON DSR

S. NO DESCRIPTION TOTAL AMOUNT

S. NO DESCRIPTION TOTAL AMOUNT

Digitally signed by

NBCC PRIYA CONTRACTOR

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange

SUMMARY OF BILL OF QUANTITY - Constrcution of Chatt Ghat at Janardhan Ghat

Sub Head- Civil Work

DSR 2021- NON DSR TOTAL

S. NO DESCRIPTION

AMOUNT AMOUNT AMOUNT

Digitally signed by

NBCC PRIYA CONTRACTOR

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange Programme.

SUMMARY OF BILL OF QUANTITY - Constrcution of Chatt Ghat at Janardhan Ghat

Sub Head- Civil Work

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Earth work in rough excavation, banking excavated earth in layers not

exceeding 20 cm in depth, breaking clods, watering, rolling each layer

with 1/2 tonne roller or wooden or steel rammers, and rolling

1 2.2 every 3rd and top-most layer with power roller of minimum 8

tonnes and dressing up in embankments for roads, flood banks, marginal

banks and guide banks or filling up ground depressions, lead upto 50 m

and lift upto 1.5 m :

Earth work in excavation by mechanical means (Hydraulic excavator

)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as

2 2.6 well as 10 sqm on plan) including disposal of excavated earth, lead - -

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

neatly dressed.

2.6.1 All kinds of soil cum 5.50 205.45 1129.98 -

Earth work in excavation by mechanical means (Hydraulic Excavator

)/ manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan) including dressing of sides and ramming

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

soil and disposal of surplus excavated soil as directed, within a lead

Filling available excavated earth (excluding rock) in layers not

4 2.25 exceeding 20cm in depth, consolidating each deposited layer by cum 210.00 253.95 53329.50 -

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

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

banking excavated or stacked materials

Supplying and filling in plinth with Jamuna / river sand under floors,

including watering, ramming, consolidating and dressing complete.

Supply and Stacking Of Good Earth by mechanical Transprt with all

Carriage of materials by mechanical transport including loading,

unloading and stacking.

Total Earth Work 531685.48 -

Digitally signed by

NBCC 1 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Providing and laying in position cement concrete of specified grade

9 4.1 excluding the cost of centring and shuttering - All work upto plinth

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal

TOTAL C O N C R E T E W O R K 1138689.00 -

REINFORCED CEMENT CONCRETE

Centring and shuttering including strutting, propping etc. and removal

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 4.00 307.95 1231.80 -

5.9.2 Walls( any thickness) including Attached Pilasters etc sqm 320.00 669.55 214256.00 -

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 41.00 766.55 31428.55 -

5.9.4 Shelves (Cast in situ) sqm 5.00 766.55 3832.75 -

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 600.00 608.35 365010.00 -

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 52.00 804.25 41821.00 -

5.9.9 Arches,domes,vaults upto 6m span sqm 2.50 1826.25 4565.63 -

5.9.19 Weather shade,Chajjas, corbels etc. including edges sqm - 814.95 -

Extra for shuttering in circular work (20% of respective centring and

shuttering items)

a Suspended floors, roofs, landings, balconies and access platform. sqm 8.50 153.31 1303.14 -

b Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 4.00 160.85 643.40

c Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm - 121.67

Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand:

4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm

dia mild steel wire, including centering and shuttering,

roughening cleaning, fixing and finishing in cement mortar 1:3 (1

cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills

Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete.

5.22.6 Thermo-Mechanically Treated bars. kg 40500.00 89.65 3630825.00 -

5.22.6A Thermo-Mechanically Treated bars. kg 4000.00 89.65 358600.00 -

Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost of

16 5.33 centering, shuttering,finishing and reinforcement, including - -

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer-in-

Digitally signed by

NBCC 2 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

(Note :- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/recoverable - -

5.33.1 All works upto plinth level cum 210.00 8683.80 1823598.00 -

5.33.2 All works above plinth level upto floor V level cum 25.00 10306.20 257655.00 -

17 5.34 Extra for providing richer mixes at all floor levels. - -

Note:- Excess/less cement over the specified cement content used is

payable /recoverable separately.

Providing M-35 grade concrete instead of M-25 grade BMC /RMC.

(Note:- Cement content considered in M-30 is @ 340 kg/cum)

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

specified cement content therein.

TOTAL REINFORCED CEMENT CONCRETE 6760738.15 -

Brick work with F.P.S. bricks of class designation 7.5 in foundation

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 10.00 6658.25 66582.50 -

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

20 6.4 class designation 7.5 in superstructure above plinth level up to floor V - -

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 45.00 8288.35 372975.75 -

Half brick masonry with common burnt clay F.P.S. (non modular)

21 6.1 bricks of class designation 7.5 in superstructure above plinth level up

to floor V level

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 66.00 1018.05 67191.30

Extra For providing and placingh in position 2 nos 6 mm dia . MS bars at

every third course of half brick masonary

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

23 6.44 burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 19.94 55.80 1112.82

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

TOTAL OF BRICK WORK 513568.07 -

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

43 10.2 trusses and framed work, including cutting, hoisting, fixing in position kg 100.00 111.95 11195.00 -

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

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

44 10.25 hoisting, fixing in position and applying a priming coat of approved - -

steel primer using structural steel etc. as required.

Digitally signed by

NBCC 3 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

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

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

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

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

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

10.28 with necessary accessories & stainless steel dash fasteners , stainless steel KG 300.00 612.25 183675.00

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

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

payment purpose only weight of stainless steel members shall be

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

Total steel work 280250.00 -

40 mm thick fine dressed stone flooring over 20 mm (average) thick base

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

Extra for pre finished nosing in treads of steps of Kota stone/ sand

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10

metre height, backing filled with a grout of average 12 mm thick cement

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

8.14 mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment

matching the stone shade : (To be secured to the backing and the sides by

means of cramps and pins which shall be paid for

Red sand stone - exposed face fine dressed with rough

Providing and fixing stainless steel cramps of required size and shapefor

anchoring stone wall lining to the backing or securing adjacent stones in

8.15 stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),including kg 100.00 624.95 62495.00

making the necessary chases in stone and holes in walls wherever

Providing and fixing copper pins 7.5 cm long 6 mm diameter for

7.27 securing adjacent stones in stone wall lining in cement mortar 1:2 (1 each 100.00 29.80 2980.00

cement : 2 coarse sand), including making the necessary chases.

TOTAL FLOORING 962882.25 -

57 13.1 12 mm cement plaster of mix : -

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

Digitally signed by

NBCC 4 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

18 mm cement plaster in two coats under layer 12 mm thick cement

59 13.11 plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm sqm 124.00 442.75 54901.00 -

thick cement plaster 1:6 (1 cement: 6 fine sand).

60 13.16 6 mm cement plaster of mix : - -

Providing and applying plaster of paris putty of 2mm thickness over

plastered surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand

and manufacture to give an even shade

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

with cement primer.

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade:

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

with ordinary paint of approved brand and manufacture.

64 13.45 Finishing walls with textured exterior paint of required shade - -

New work (Two or more coats applied @ 3.28 ltr/ 10 sum. over and

13.45.1 including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm 192.54 245.00 47172.30 -

TOTAL FINISHING WORK 252373.97 -

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

12 tonne capacity after excavating earth to an average of 22.5 cm. depth,

65 16.1 dressing to camber and consolidating with road roller including making sqm 750.00 180.50 135375.00 -

good the undulations etc. and re-rolling the sub grade and disposal

of surplus earth lead upto 50 metres.

Providing and laying design mix cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using cement content as per design mix,

using coarse sand and graded stone aggregate of 40 mm nominal

size in appropriate proportions as per approved & specified design

criteria, providing dowel bars with sleeve/ tie bars wherever required,

laying at site, spreading and compacting mechanically by using

needle and surface vibrators, levelling to required slope/ camber,

finishing with required texture, including steel form work with

sturdy M.S. channel sections, curing, making provision for contraction/

expansion, construction & longitudinal joints ( 10 mm wide x 50 mm

deep) by groove cutting machine, providing and filling joints

withapproved joint filler and sealants, complete all as per direction of

Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/

tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less

cement used as per design mix is payable/ recoverable - -

Digitally signed by

NBCC 5 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Cement concrete manufactured in automatic batching plant (RMC plant)

i/c transportation to site in transit mixer

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with fine sand

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

Providing and laying at or near ground level factory made kerb stone of

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

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

including making joints with or without grooves (thickness of joints

68 16.69 except at sharp curve shall not to more than 5mm) including making CUM 7.50 8613.55 64601.63 -

drainage opening wherever required complete etc. as per direction of

Engineer-in-charge ( length of finished kerb edging shall be measured for

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

Engineer-in-charge).

Construction of granular sub-base by providing close graded Material

conforming to specifications, mixing in a mechanical mix plant at

OMC, carriage of mixed material by tippers to work site, for all leads &

69 16.78 lifts, spreading in uniform layers of specified thickness with motor -

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per specifications

and directions of Engineerin-Charge.

With material conforming to Grade-II (size range 53 mm to

0.075 mm ) having CBR Value-25

Total road 1809230.68 -

Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length belowthe

pile cap, to carry a safe working load not less than specified,excluding the

cost of steel reinforcement but including the cost of boring with bentonite

solution and temporary casing of appropriate length for setting out and

removal of same and the length of the pile to be embedded in the pile cap

70 20.2 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer -

and chisel technique by tripod and mechanical Winch Machine all

complete, including removal of excavated earth with all its lifts and leads

(length of pile for payment shall be measured up to bottom of pile

cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall

Digitally signed by

NBCC 6 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)

including installation of loading platform by Kentledge/Anchor piles

method and preparation of pile head or construction of test cap and

dismantling of test cap after test etc. complete as per specification & the

direction of Engineer in-charge.

Note :1. Initial and routine Load test shall not be carried out by

Dynamic Method of testing.

2. Testing agency shall submitt the design of loading platform for the

approval of engineer in charge.

20.6.1 Single pile upto 50 tonne capacity -

Initial test (Test Load 2.5 times the Safe

Routine test (Test Load 1.5 times the Safe

Total Pile Work 973814.50 -

Dry stone pitching 22.5 cm thick including supply of stones and

preparing surface complete.

75 mm thick back filling for pitching including supplying of

required materials and consolidation etc. complete with :

16.74.2 Stone aggregate 20 mm nominal size sqm 87.00 175.85 15298.95

Total stone work 394957.95

Providing Retro-reflective regulatory sign board of size 900 mm dia

meter made out of 2 mm thick aluminium sheet, face to be fully

covered with high intensity encapsulated lens type retro -reflective

sheeting as approved by Engineer-in-charge . Letter, symbols,

borders etc. will be as per IRC - 67 with required colour scheme on

the boards and with the high intensity grade A. The aluminium sheet to

be riveted to M.S. frame of angle iron of size 40x40x4 mm. The

boards will be fixed to 1 No. 50x50 mm square post made of M.S.

angle 50x50x4 mm, 4 m long welded to the frame with adequate anti- theft

arrangement .Sheet work to be painted with two or more coats of

synthetic enamel paint over an under coat (primer) and back side of

aluminium sheet to be painted with two or more coats of epoxy paint

including ppropriate priming coat complete in all respects as per

direction of Engineer-in-charge.

TOTAL SIGNAGES 43971.20

Digitally signed by

NBCC 7 OF 7 PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange

SUMMARY OF BILL OF QUANTITY

Sub Head- Construction of Bindtoli Ghat Crematorium

S. NO DESCRIPTION DSR -AMOUNT

Digitally signed by

PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange

SUMMARY OF BILL OF QUANTITY - Construction of Bindtoli Ghat Crematorium

Sub Head- Civil Work

DSR 2021- NON DSR TOTAL

S. NO DESCRIPTION

AMOUNT AMOUNT AMOUNT

2 Concrete work 63260.50 63260.50

7 Flooring work 318267.68 318267.68

8 Roofing work 97913.74 97913.74

9 Finishing work 235621.46 235621.46

Digitally signed by

PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange Programme.

SUMMARY OF BILL OF QUANTITY -Construction of Bindtoli Ghat Crematorium

Sub Head- Civil Work

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Earth work in rough excavation, banking excavated earth in layers not

exceeding 20 cm in depth, breaking clods, watering, rolling each

layer with 1/2 tonne roller or wooden or steel rammers, and rolling

1 2.2 every 3rd and top-most layer with power roller of minimum 8 tonnes

and dressing up in embankments for roads, flood banks, marginal

banks and guide banks or filling up ground depressions, lead upto 50 m

and lift upto 1.5 m :

2.2.1 All kinds of soil Cum 55.00 862.70 47448.50

Earth work in excavation by mechanical means (Hydraulic excavator

)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as

2 2.6 well as 10 sqm on plan) including disposal of excavated earth, lead

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

2.6.1 All kinds of soil cum 45.00 205.45 9245.25

Earth work in excavation by mechanical means (Hydraulic Excavator

)/ manual means in foundation trenches or drains (not exceeding 1.5 m in

3 2.8 width or 10 sqm on plan) including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the excavated soil and

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

2.8.1 All kinds of soil. cum 45.00 286.85 12908.25

Filling available excavated earth (excluding rock) in layers not

exceeding 20cm in depth, consolidating each deposited layer by ramming

and watering, lead up to 50 m and lift upto

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

excavation /banking excavated or stacked materials

2.26.1 All kinds of soil. Cum 24.50 104.50 2560.25

Supplying and filling in plinth with Jamuna / river sand

under floors, including watering, ramming, consolidating

Total Earth Work 157261.75

Providing and laying in position cement concrete of specified

9 4.1 grade excluding the cost of centring and

shuttering - All work upto plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size).

TOTAL C O N C R E T E W O R K 63260.50

REINFORCED CEMENT CONCRETE

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Centring and shuttering including strutting, propping etc.

and removal of form for :

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

5.9.2 Walls( any thickness) including Attached Pilasters etc sqm 85.00 609.55 51811.75

Suspended floors, roofs, landings, balconies and access

5.9.4 Shelves (Cast in situ) sqm 766.55

Lintels, beams, plinth beams, girders, bressumers and

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 86.88 804.25 69873.24

5.9.9 Arches,domes,vaults upto 6m span sqm 1,826.25

5.9.19 Weather shade,Chajjas, corbels etc. including edges sqm 814.95

Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4

graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm

14 5.18 dia mild steel wire, including centering and shuttering, roughening

cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine

sand) etc. complete, excluding plastering of the jambs, sills and soffits.

Reinforcement for R.C.C. work including straightening, cutting,

15 5.22 bending, placing in position and binding all

5.22.6 Thermo-Mechanically Treated bars. kg 19,500.00 89.65 1748175.00

5.22.6A Thermo-Mechanically Treated bars. kg 2,525.00 89.65 226366.25

Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement content as per approved design mix,

16 5.33 including pumping of concrete to site of laying but excluding the

cost of centering, shuttering,finishing and reinforcement, including

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

retard setting of concrete, improve workability without

(Note :- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/recoverable

5.33.1 All works upto plinth level cum 68.00 8,683.80 590498.40

5.33.2 All works above plinth level upto floor V level cum 30.92 10,306.20 318667.70

17 5.34 Extra for providing richer mixes at all floor levels.

Note:- Excess/less cement over the specified cement

content used is payable /recoverable separately.

Providing M-35 grade concrete instead of M-25 grade BMC

/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)

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

above the specified cement content therein.

TOTAL REINFORCED CEMENT CONCRETE 3190545.19

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

Brick work with F.P.S. bricks of class designation 7.5 in

foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2.07 6,658.25 13782.58

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

20 6.4 class designation 7.5 in superstructure above plinth level up to floor V

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 34.67 8,288.35 287357.09

Half brick masonry with common burnt clay F.P.S. (non modular)

21 6.13 bricks of class designation 7.5 in superstructure

above plinth level up to floor V level

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 50.00 1018.05 50902.50

Extra For providing and placingh in position 2 nos 6 mm dia

. MS bars at every third course of half brick masonary

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

common burnt clay F.P.S. (non modular) bricks of class designation 7.5

including grouting with cement mortar

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

TOTAL OF BRICK WORK 359712.67

Dry stone pitching 22.5 cm thick including supply of stones and

preparing surface complete.

75 mm thick back filling for pitching including supplying of

required materials and consolidation etc. complete with :

16.74.2 Stone aggregate 20 mm nominal size sqm 87.00 175.85 15298.95

Total stone work 248111.95

Steel work in built up tubular (round, square or rectangular hollow tubes

etc.) trusses etc., including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer, including welding and

bolted with special shaped washers etc. complete.

10.16.2 Hot finished seamless type tubes kg 5,050.00 93.90 474195.00

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

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

approved steel primer using structural steel

etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, kg 365.00 142.30 51939.50

Total steel work 526134.50

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

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

jointed with grey cement slurry mixed with pigment to match the

shade of the slab including rubbing and polishing complete with base

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

40 mm thick fine dressed stone flooring over 20 mm (average)

thick base of cement mortar 1:5 (1 cement :5 coarse sand)

Extra for pre finished nosing in treads of steps of Kota

stone/ sand stone slab.

Total flooring 318267.68

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

Providing and fixing precoated galvanised steel sheet roofing

accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating

64 12.51 120 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 using self drilling/ self tapping screws complete :

12.51.6 Gutter .(600 mm over all girth) m 23.00 833.05 19160.15

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

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

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

1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :

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

and finishing the outlet complete.

Total roofing 97913.74

66 13.1 12 mm cement plaster of mix :

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

brick wall of mix :

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick

cement plaster 1:6 (1 cement: 6 fine

69 13.16 6 mm cement plaster of mix :

Distempering with oil bound washable distemper of

approved brand and manufacture to give an even shade

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

coat with cement primer.

Finishing walls with water proofing cement paint of

required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm

Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade:

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

shade with ordinary paint of approved brand and manufacture.

73 13.45 Finishing walls with textured exterior paint of required shade

New work (Two or more coats applied @ 3.28 ltr/ 10 sum. over and

13.45.1 including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm 160.56 245.00 39337.20

Total finishing 235621.46

Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length belowthe

pile cap, to carry a safe working load not less than specified,excluding the

cost of steel reinforcement but including the cost of boring with bentonite

solution and temporary casing of appropriate length for setting out and

removal of same and the length of the pile to be embedded in the pile cap

79 20.2 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer

and chisel technique by tripod and mechanical Winch Machine all

complete, including removal of excavated earth with all its lifts and leads

(length of pile for payment shall be measured up to bottom of pile

cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall

Vertical load testing of piles in accordance with IS 2911 (Part IV)

including installation of loading platform and preparation of pile

80 20.6 head or construction of test cap and dismantling of test cap after

test etc. complete as per specification & the direction of Engineer in-

Note :1. Initial and routine Load test shall not be carried out by Dynamic

Method of testing. 2. Testing agency shall submitt the design of

loading platform for the approval of engineer in charge.

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2021 RATE DSR 2021-AMOUNT NDSR RATE NDSR AMOUNT

20.6.1 Single pile upto 50 tonne capacity

Initial test (Test Load 2.5 times the Safe

Routine test (Test Load 1.5 times the Safe

Total Pile Work 434090.15

Providing Retro-reflective regulatory sign board of size 900 mm

dia meter made out of 2 mm thick aluminium sheet, face to be fully

covered with high intensity encapsulated lens type retro -

reflective sheeting as approved by Engineer-in-charge . Letter,

symbols, borders etc. will be as per IRC - 67 with required colour

scheme on the boards and with the high intensity grade A. The

aluminium sheet to be riveted to M.S. frame of angle iron of size

40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square

post made of M.S. angle 50x50x4 mm, 4 m long welded to the

frame with adequate anti-theft arrangement .Sheet work to be

painted with two or more coats of synthetic enamel paint over an

under coat (primer) and back side of aluminium sheet to be

TOTAL SIGNAGES 31408.00

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange

SUMMARY OF BILL OF QUANTITY - Construction of Bindtoli Ghat Crematorium

Sub Head- ELECTRICAL WORK

DSR 2022- NON DSR TOTAL

S. NO DESCRIPTION

AMOUNT AMOUNT AMOUNT

1 High Mast Light 362,611.72 362,611.72

Digitally signed by

PRIYA PRIYA KUMARI

KUMARI 14:28:30 IST

Name of work- Construction of "Chatt Ghat at Janardan Ghat and Bindtoli Ghat Crematorium" at Danapur under Namami Gange Programme.

SUMMARY OF BILL OF QUANTITY - Construction of Bindtoli Ghat Crematorium

Sub Head- ELECTRICAL WORK

S. NO DESCRIPTION OF ITEMS UNIT QTY DSR-2022 RATE DSR 2022-AMOUNT NDSR RATE NDSR AMOUNT

5.0 EXTERNAL -

Supplying & erection of 16M high mast shaft in two section suitable for 55

m/sec wind speed along with head frame, luminaires carriage suitable for

08 luminaires in symmetrical arrangement and other accessories

manufactured in factory with raising lowering system comprising double

drum winch, 5mm diameter SS wire rope, trailing cable, connector,

integral power tool motor, manual handle, junction box, lightning finial

including Wiring material from JB to individual luminaire & MCB in base

compartment. Foundation bolts manufactured from special steel along

with nuts, washers, anchor plate and common template, flood light

luminaries 250W (Bajaj Cat - Flood Light BJFL 250W & similar

5.1 MR Specifications from other approved makes), LED type single dome Each 1.00 333075.72 333075.72

aviation obstruction light., outdoor stand mounted feeder pillar with 32A

TPN MCB incomer, single dial time switch, 25A TP contactor for the

automatic switching of luminaries, power tool control with 2 no 9A

contactors and raise lower push button, Incoming 35 sq. mm and out

going 16 & 2.5 sq. mm terminals, including testing, commissioning of high

mast lighting system etc as requried.

Supplying of XLPE insulated, PVC sheathed 1.1 KV grade aluminium

5.6 MR conductor armoured power cable as per IS : 7098 of following sizes: 0

a 3x 4 sq. mm. Al. conductor (For Pump) Mtr 70.00 75.20 5264

c 4X10 sq.mm. Al. conductor (DB's) Mtr 50.00 125.08 6254

d 4 X 25 sq.mm. Al. conductor Mtr 100.00 180.18 18018

TOTAL 362611.72

Digitally signed by

PRIYA PRIYA KUMARI

Date: CONTRACTOR

KUMARI 14:28:30 IST