BJU - Construction of boundary wall and approach road at New washing pit Barauni.

as per (Schedule -A), Annexure "A-1" except steel Reinforcement

All Items in connection with works under CPWD-DSR - 2021 with upto date corrections as per

(Schedule -A), Annexure "A-1" except steel Reinforcement.

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding 1.5

m in width as well as 10 sqm on plan

including getting out and disposal of

excavated earth upto 50 m and lift upto 1.5

m, as directed by Engineer-in- Charge:

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),

2.8 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

2.25 Filling available excavated earth (excluding cum 77.12 253.95 19584.62

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

2.27 Supplying and filling in plinth with sand cum 797.27 2161.2 1723059.92

4 under floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work up

to plinth level :

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof course Sqm 21.38 452.25 9669.11

50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand(zone-III) derived

from natural sources : 4 graded stone

aggregate 20mm nominal size derived from

natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 102 307.95 31410.9

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 34 669.55 22764.7

8 pilasters, butteresses, plinth and string

5.9.3 Suspended floors, roofs, landings, balconies Sqm 103.36 766.55 79230.61

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 1431.63 608.35 870932.11

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 1884.82 804.25 1515866.49

5.23S MISCELLANEOUS

5.23 Smooth finishing of the exposed surface of Sqm 1818.18 253.05 460090.45

12 R.C.C. work with 6 mm thick cement mortar

1:3 (1 Cement : 3 fine sand).

5.33S DESIGN MIX CONCRETE

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived

from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and

w o r k a b i l i t y without impairing strength;

including pumping of concrete to site of

laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering,

finishing and reinforcement as per direction

of the engineer-in-charge; for the following

grades of concrete. Note: Extra cement up to

10% of the minimum specified cement

content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 264.62 8683.8 2297907.16

cement content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cum 176.36 10306.2 1817601.43

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 36.72 688.45 25279.88

15 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S.

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

Brick work with common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

in superstructure above plinth level up to

floor V level in all shapes and sizes in :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above

plinth level up to floor V level.

8.0 CLADDING WORK

Providing and fixing 18 mm thick gang saw

cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills,

facias and similar locations of required size,

approved shade, colour and texture laid over

20 mm thick base cement mortar 1:4 (1

cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing of edges to give high

gloss finish etc. complete at all levels.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Granite stone slab of colour black,

Cherry/Ruby red

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

9.1.3 Kiln seasoned and chemically treated hollock cum 1.21 74199.7 89781.64

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

required size with necessary screws,

excluding panelling which will be paid for

separately, all complete as per direction of

Engineer-in-charge. (Note:- Butt hinges and

necessary screws shall be paid separately)

Kiln seasoned and chemically treated hollock

Providing and fixing 25 mm thick shutters for

cup board etc. :

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I) non-

decorative type, core of block board

9.21 construction with frame of 1st class hard

wood and well matched commercial 3 ply

veneering with vertical grains or cross bands

and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Sqm 24.27 2015.75 48922.25

Steel butt hinges with necessary screws

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.53 Providing 40x5 mm flat iron hold fast 400 Each 106 194.35 20601.1

mm long including fixing to frame with 10

mm diameter bolts, nuts and wooden plugs

25 and embedding in cement concrete block

300x100x150 mm 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate

20mm nominal size).

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised M.S.

9.62 sliding door bolts with nuts and screws etc.

complete : (copper oxidized as per IS: 1378)

Providing and fixing ISI marked oxidised M.S.

tower bolt black finish, (Barrel type) with

necessary screws etc. complete : (copper

oxized as per IS: 1378)

Providing and fixing ISI marked oxidised M.S.

handles conforming to IS:4992 with

necessary screws etc. complete : (copper

oxized as per IS: 1378)

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.70 stainless steel butt hinges with stainless

steel screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

9.119 Providing and fixing factory made P.V.C. door Metre 13.46 408.25 5495.05

frame of size 50x47 mm with awall thickness

of 5 mm, made out of extruded 5mm rigid

PVC foam sheet, mitred at corners and

joined with 2 Nos of 150 mm long brackets

of 15x15 mm M.S. square tube, the vertical

door frame profiles to be reinforced with

19x19 mm M.S. square tube of 19 gauge,

EPDM rubber gasket weather seal to be

provided through out the frame. The door

frame to be fixed to the wall using M.S.

screws of 65/100 mm size, complete as per

manufacturer's specification and direction of

Engineer- in-Charge.

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19 mm x 19 mm for styles and 15x15 mm

for top & bottom rails. M.S. frame shall have

a coat of steel primers of approved make

and manufacture. M.S. frame covered with 5

mm thick heat moulded PVC 'C' channel of

size 30 mm thickness, 70 mm width out of

which 50 mm shall be flat and 20 mm shall

be tapered in 45 degree angle on both side

forming styles and 5 mm thick, 95 mm wide

PVC sheet out of which 75mm shall be flat

and 20 mm shall be tapered in 45 degree on

the inner side to form top and bottom rail

and 115 mm wide PVC sheet out of which 75

9.120 mm shall be flat and 20 mm shall be tapered

on both sides to form lock rail. Top, bottom

and lock rails shall be provided both side of

the panel. 10 mm (5 mm x 2 ) thick, 20 mm

wide cross PVC sheet be provided as gap

insert for top rail & bottom rail, paneling of 5

mm thick both side PVC sheet to be fitted in

the M.S. frame welded/ sealed to the styles &

rails with 7 mm (5 mm+2 mm) thick x 15

mm wide PVC sheet beading on inner side,

and joined together with solvent cement

adhesive. An additional 5 mm thick PVC strip

of 20 mm width is to be stuck on the interior

side of the 'C' Channel using PVC solvent

adhesive etc. complete as per direction of

Engineer-in-charge, manufacturer's

specification & drawing.

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 68 111.95 7612.6

welded in built up sections, trusses and

35 framed work, including cutting, hoisting,

fixing in position and applying a priming coat

of approved steel primer all complete.

11.0 FLOORING

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

11.2 Dry brick on edge flooring in required Sqm 81.6 733.3 59837.28

pattern with bricks of class designation 7.5

36 on a bed of 12 mm mud mortar, including

filling joints with local sand, with common

burnt clay non modular bricks.

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 97.92 935.6 91613.95

tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make

in colours such as White, Ivory, Grey, Fume

37 Red Brown, laid on 20 mm thick cement

mortar 1:4 (1 Cement : 4 Coarse sand),

Jointing with grey cement slurry @ 3.3

kg/sqm including pointing the joints with

white cement and matching pigment etc.,

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal

12.42.5 Bend 87.5 degrees

12.50 Providing and fixing precoated galvanised Sqm 12.24 671.55 8219.77

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 55 mm) 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

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of

single or half brick wall of mix:

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

13.16S 6MM CEMENT PLASTER

13.31S POINTING ON BRICK WORK

Pointing on brick work or brick flooring with

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

45 13.31.1 Flush / Ruled/ Struck or weathered pointing Sqm 4545.45 214.4 974544.48

Distempering with oil bound washable

13.41 distemper of approved brand and

manufacture to give an even shade :

13.41.1 New work (two or more coats) over and Sqm 250.55 162.55 40726.9

46 including water thinnable priming coat with

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 217.6 97.6 21237.76

Finishing walls with Acrylic Smooth exterior

paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Sqm 11500 166.85 1918775

48 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of required

colour to give an even shade :

13.62.1 Two or more coats on new work over an Sqm 54.4 191.4 10412.16

49 under coat of suitable shade with ordinary

paint of approved brand and manufacture

16.0 ROAD WORK

16.1S ROADS

16.2 Extra for compaction of earth work in cum 5247.45 20.55 107835.1

embankment under optimum moisture

conditions to give at least 95% of the

maximum dry density (proctor density).

16.3 Supplying and stacking at site.

16.3.4 Over burnt (Jhama) brick aggregate 120 mm cum 628.02 974.25 611848.49

16.3.6 Stone screening 13.2 mm nominal size (Type cum 314.25 1865 586076.25

16.4 Laying, spreading and compacting stone cum 1046.7 865.8 906232.86

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

Laying water bound macadam sub-base with

brick aggregate and binding material, earth

etc. including screening, sorting and

16.5 spreading to template and consolidation with

light power road-roller etc. complete.

(payment for brick aggregate and moorum

etc. to be made separately)

16.5.1 Over burnt (Jhama) brick aggregate 120 mm cum 628.02 725.6 455691.31

16.11 Dry stone pitching 22.5 cm thick including Sqm 2046.25 821.95 1681915.19

57 supply of stones and preparing surface

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10,

including heating the bitumen, spraying the

16.30 bitumen with mechanically operated spray

unit fitted on bitumen boiler, cleaning and

preparing the existing road surface as per

specifications :

16.49S MISCELLANEOUS

Providing and laying Dense Graded

Bituminous Macadam using crushed stone

aggregates of specified grading, premixed

with bituminous binder and filler,

transporting the hot mix to work site by

tippers, laying with paver finisher equiped

16.54 with electronic sensor to the required grade,

level and alignment and rolling with smooth

wheeled, vibratory and tandem rollers as per

specifications to achieve the desired

compaction and density, complete as per

specificatons and directions of Engineer-in-

16.54.1 50 to 100 mm average compacted thickness cum 294.39 10013.3 2947815.39

with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and lime

filler @ 2% (percentage by weight of

Aggregate) prepared in Batch Type Hot Mix

Plant of 100-120 TPH capacity.

16.62 Providing and applying 2.5 mm thick road Sqm 98.13 623.8 61213.49

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic

material by fully/ semi automatic

thermoplastic paint applicator machine fitted

with profile shoe, glass beads dispenser,

propane tank heater and profile shoe heater,

driven by experienced operator on road

surface including cost of material, labour,

T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc.

complete as per direction of Engineer-in-

charge and accordance with applicable

specifications.

16.69 Providing and laying at or near ground level cum 65.15 8613.55 561172.78

factory made kerb stone of M-25 grade

cement concrete in position to the required

line, level and curvature, jointed with

cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without

grooves (thickness of joints except at sharp

curve shall not to more than 5mm), including

making drainage opening wherever required

complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall

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

kerb stone shall be approved by Engineer-in-

17.0 SANITARY INSTALLATIONS

Providing and fixing water closet squatting

pan (Indian type W.C. pan ) with 100 mm

sand cast Iron P or S trap, 10 litre low level

white P.V.C. flushing cistern, including flush

17.1 pipe, with manually controlled device

(handle lever) conforming to IS : 7231, with

all fittings and fixtures complete, including

cutting and making good the walls and floors

wherever required:

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

17.1.1 White Vitreous china Orissa pattern W.C. pan Each 2 5781.35 11562.7

62 of size 580x440 mm with integral type foot

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device

(handle lever), conforming to IS : 7231, with

all fittings and fixtures complete, including

cutting and making good the walls and floors

wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic Each 2 5540.55 11081.1

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.7.7 White Vitreous China Flat back wash basin Each 2 1318.35 2636.7

64 size 450x 300 mm with single 15mm C.P.

brass pillar tap

Providing and fixing Stainless Steel A ISI 304

(18/8) kitchen sink as per IS:13983 with C.I.

brackets and stainless steel plug 40 mm,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.10.2 Kitchen sink without drain board

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, i/c cutting and

making good the walls etc.-Internal work -

Exposed on wall

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality (screwed

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing G.I. Union in G.I. pipe

including cutting and threading the pipe and

making long screws etc. complete (New

18.48 Providing and placing on terrace (at all floor Litre 5000 9.7 48500

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable

70 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass angle valve

18.53 for basin mixer and geyser points of

approved quality conforming to IS:8931

18.54S PTMT FITTINGS

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and fixing PTMT bib cock of

approved quality and colour.

not less than 88 gms

19.0 DRAINAGE

Extra for depth beyond 45 cm of brick

masonry chamber :

Making soak pit 2.5 m diameter 3.0 metre

deep with 45 x 45 cm dry brick honey comb

19.32 shaft with bricks and S.W. drain pipe 100

mm diameter, 1.8 m long complete as per

standard design.

19.32.1 With common burnt clay F.P.S. (non modular) Each 1 28029.15 28029.15

bricks of class designation 7.5

20.0 PILE WORK

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ

single under reamed piles of specified

diameter and length below pile cap in M-25

cement concrete, 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

the length of the pile to be embedded in pile

cap etc. all complete. (Length of pile for

payment shall be measured upto to the

bottom of pile cap) :

Extra over single under ream for providing

additional bulbs in under reamed piles, under

specified diameter(only the nos. of extra

bulbs are to be paid)

21.0 ALUMINIUM WORK

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM

rubber/ neoprene gasket etc. Aluminium

sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever

required including cleat angle, Aluminium

snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as

per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and

dash fasteners to be paid for separately) :

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

21.3 gasket etc. complete as per the architectural

drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading

shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness Sqm 1.35 1019.8 1376.73

(weight not less than 10kg/sqm)

Schedule Schedule A 3-Items of steel reinforcement under DSR-2021.

Item- 01 Items of steel reinforcement under DSR-2021.

S No. Item No Description of Item Unit Qty Rate Amount

5.0 REINFORCED CEMENT CONCRETE

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 58183.83 89.65 5216180.36

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 4597.75 89.65 412188.29

Fe-500D or more.