At Hajipur :- Development of multipurpose play ground with visitors gallery, various amenities for players at power house colony of Konhara Ghat.

D-For Electrical's department Items

A 1-All Items of Work provided in the CPWD'DSR' - 2021 with upto

A 3-All Items of Work provided in the CPWD'DSR' - 2021 with upto

B 1-All Items of Work provided in the CPWD/HORTICULTURE AND

(Schedule - A), Annexure ''A-1" attached, except steel reinforcement. under CPWD specification

All Items of Work provided in the CPWD'DSR' - 2021 with upto date corrections as per (Schedule -

A), Annexure ''A-1" attached, except steel reinforcement. under CPWD specification

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

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

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.25 Filling available excavated earth (excluding cum 300 253.95 76185

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.

2.25A Excavating, supplying and filling of local cum 6150.81 368.65 2267496.11

earth (including royalty) by mechanical

transport upto a lead of 5km also including

ramming and watering of the earth in

layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Extra for every additional lift of 1.5 m or

2.26 part thereof in excavation / banking

excavated or stacked materials.

2.27 Supplying and filling in plinth with sand cum 228.69 2161.2 494244.83

5 under floors, including watering, ramming,

consolidating and dressing complete.

Surface dressing of the ground including

removing vegetation and in-equalities not

2.28 exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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 200 452.25 90450

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).

4.13 Providing & applying a coat of residual Sqm 200 113.85 22770

petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square

9 metre on damp proof course after cleaning

the surface with brushes and finally with

apiece of cloth lightly soaked in kerosene

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 745.27 307.95 229505.9

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 149 669.55 99762.95

11 pilasters, butteresses, plinth and string

5.9.3 Suspended floors, roofs, landings, balconies Sqm 764 766.55 585644.2

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 2000 608.35 1216700

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 1277.76 804.25 1027638.48

5.9.7 Stairs, (excluding landings) except spiral- Sqm 1392.6 657.75 915982.65

5.9.15 Small lintels not exceeding 1.5 m clear Sqm 3.86 307.95 1188.69

span, moulding as in cornices, window sills,

string courses, bands, copings, bed plates,

anchor blocks and the like

Edges of slabs and breaks in floors and

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

w o r k ; u s i n g coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland

/Portland Slag c e m e n t , admixtures in

recommended proportions as per IS: 9103

to accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage

for all leads; but excluding the cost of

centering, shuttering, finishing and

reinforcement as per direction of the

engineer-in-charge; for the following grades

of concrete. Note: Extra cement up to 10%

of the minimum specified cement content

in design mix shall be payable separately.

In case the cement content in design mix is

more than 1.10 times of the specified

minimum cement content, the contractor

shall have discretion to either re-design the

mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 470 8683.8 4081386

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 550 10306.2 5668410

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 336.6 688.45 231732.27

21 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

8.2 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

Providing edge moulding to 18 mm thick

marble stone counters, Vanities etc.,

8.3 including machine polishing to edge to give

high gloss finish etc. complete as per

design approved by Engineer-in-Charge.

8.5 Extra for providing opening of required size Each 20 808.15 16163

& shape for wash basin/ kitchen sink in

kitchen platform, vanity counter and similar

27 location in marble/ Granite/ stone work,

including necessary holes for pillar taps

etc. including moulding, rubbing and

polishing of cut edges etc. complete.

Stone tile (polished) work for wall lining

over 12 mm thick bed of cement mortar 1:3

8.9 (1 cement : 3 coarse sand) and cement

slurry @ 3.3 kg/sqm including pointing in

white cement complete.

Providing and fixing 75mm high, 50mm

deep and 18mm thick stone slab table

rubbed, edges rounded and polished, fixed

in urinal partitions by cutting a chase of

appropriate width with chase cutter and

8.10 embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 6 mm nominal size) as per

direction of Engineer-in-charge and finished

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 175.41 1063.45 186539.76

glazed wall tiles conforming to IS: 15622

(thickness to be specified by the

manufacturer), of approved make, in all

colours, shades except burgundy, bottle

green, black of any size as approved by

29 Engineer-in-Charge, in skirting, risers of

steps and dados, over 12 mm thick bed of

cement mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry

@ 3.3kg per sqm, including pointing in

white cement mixed with pigment of

matching shade complete.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

8.32 Designing, fabricating, testing, installing Sqm 220.97 4474.2 988663.97

and fixing in position Curtain Wall with

Aluminium Composite Panel Cladding, with

open grooves for linear as well as

curvilinear portions of the building , for all

heights and all levels etc. including: (a)

Structural analysis & design and

preparation of shop drawings for pressure

equalisation or rain screen principle as

required, proper drainage of water to make

it watertight including checking of all the

structural and functional design. (b)

Providing, fabricating and supplying and

fixing panels of aluminium composite panel

cladding in pan shape in metalic colour of

approved shades made out of 4mm thick

aluminium composite panel material

consisting of 3mm thick FR grade mineral

core sandwiched between two Aluminium

sheets (each 0.5mm thick). The aluminium

composite panel cladding sheet shall be

coil coated, with Kynar 500 based PVDF /

Lumiflon based fluoropolymer resin coating

of approved colour and shade on face # 1

and polymer (Service) coating on face # 2

as specified using stainless steel screws,

nuts, bolts, washers, cleats, weather

silicone sealant, backer rods etc. (c) The

fastening brackets of Aluminium alloy 6005

T5 / MS with Hot Dip Galvanised with

serrations and serrated washers to arrest

the wind load movement, fasteners, SS 316

Pins and anchor bolts of approved make in

SS 316, Nylon separators to prevent bi-

metallic contacts all complete required to

perform as per specification and drawing

The item includes cost of all material &

labour component, the cost of all mock ups

at site, cost of all samples of the individual

components for testing in an approved

laboratory, field tests on the assembled

working curtain wall with aluminium

composite panel cladding, cleaning and

protection of the curtain wall with

aluminium composite panel cladding till the

handing over of the building for occupation.

Base frame work for ACP cladding is

payable under the relevant aluminium

item.s The Contractor shall provide curtain

wall with aluminium composite panel

cladding, having all the performance

characteristics all complete , as per the

Architectural drawings, as per item

description, as specified, as per the

approved shop drawings and as directed by

the Engineer-in-Charge. However, for the

purpose of payment, only the actual area

on the external face of the curtain wall with

Aluminum Composite Panel Cladding

(including width of groove) shall be

measured in sqm. up to two decimal

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

9.1 position with hold fast lugs or with dash

fasteners of required dia & length (hold fast

lugs or dash fastener shall be paid for

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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)

decorative type, core of block board

construction with frame of 1st class hard

wood and well matched teak 3 ply

veneering with vertical grains or cross

bands and face veneers on both faces of

9.20.1 35 mm thick including ISI marked Stainless Sqm 11.09 3086.1 34224.85

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

9.48.2 Fixed to openings /wooden frames with rawl Kg 500 197.7 98850

plugs screws etc.

9.53 Providing 40x5 mm flat iron hold fast 400 Each 60 194.35 11661

mm long including fixing to frame with 10

mm diameter bolts, nuts and wooden plugs

34 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. sliding door bolts with nuts and screws

etc. complete : (copper oxidized as per IS:

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.70 stainless steel butt hinges with stainless

steel screws etc. complete :

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

9.74 tower bolts (barrel type) with necessary

screws etc. complete :

Providing and fixing bright finished brass

handles with screws etc. complete:

9.88S CHROMIUM PLATED BRASS FITTINGS

9.88 Providing and fixing chromium plated brass Each 4 817.5 3270

100 mm mortice latch and lock with 6

40 levers and a pair of lever handles of

approved quality with necessary screws

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium hanging

floor door stopper, ISI marked, anodised

(anodic coating not less than grade AC 10

as per IS : 1868) transparent or dyed to

required colour and shade, with necessary

screws etc. complete.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

9.105S GYPSUM BOARD PARTITIONS

9.136 Providing and fixing fire resistant door Metre 36.63 1462.75 53580.53

frame of section 143 x 57 mm having built

in rebate made out of 16 SWG G.I. sheet

(zinc coating not less than 120 gm/sqm)

duly filled with vermuculite based concrete

mix, suitable for mounting 60 minutes fire

rated door shutters. The frame is fitted with

42 intumuscent fire seal strip of size 10x4 mm

(minimum) alround the frame and fixing

with dash fastener of approved size and

make, including applying a coat of

approved brand fire resistant primer etc.

complete as per direction of Engineer-in-

charge (Dash fastener to be paid for

9.137 Providing and fixing 50 mm thick glazed Sqm 18.71 6444.95 120585.01

fire resistant door shutters of 60 minutes

fire rating conforming to IS:3614 (Part-II),

tested and certified as per laboratory

approved by Engineer-in-charge, with

suitable mounting on door frame, consisting

of vertical styles, lock rail, top rail 100 mm

wide, bottom rail 200 mm wide, made out

43 of 16 SWG G.I.sheet (zinc coating not less

than 120 gm/m2) duly filled FR insulation

material and fixing with necessary stainless

steel ball bearing hinges of approved

make, including applying a coat of

approved fire resistant primer etc. all

complete as per direction of Engineer-in-

charge (panneling to be paid for

9.138 Providing and fixing glazing in fire resistant Sqm 18.71 35982 673223.22

door shutters, fixed panels & partitions etc.,

with G.I. beading made out of 1.6 mm thick

G.I. sheet (zinc coating not less than 120

gm/sqm) of size 20 x 33 mm screwed with

M4 x 38 mm SS screws at distance 75 mm

from the edges and 150 mm c/c , including

applying a coat of approved fire resistant

primer/powder coating of not less than 30

micron on G.I. beading, & special ceramic

tape of 5 x 20 mm size etc complete in all

respect as per NBC 2016, IS 16231 (Part

3):2016 and as per direction of Engineer-in-

charge with glass of required thickness

44 having 60 minutes of fire resistance both

integrity & radiation control (EW60) and

minimum 20 minutes of insulation (EI20).

The manufacturer have to give test

report/certification of fire glass and the

glass should have the stamp showing the

value of E, EW & EI. The glass shall be

tested in approved NABL accredited lab or

by any other accreditation body which

operates in accordance with ISO/IEC 17011

and accredits labs as per ISO/IEC 17025 for

testing and calibration scopes shall be

eligible. The maximum glazing size shall

not be more than 1100x2200 mm (w x h)

9.139 Providing and fixing panic bar / latch Each 7 7145.9 50021.3

(Double point) fitted with a single body,

Trim Latch & Lock on back side of the Panic

Latch of reputed brand and manufacture to

be approved by the Engineer- in- charge, all

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and fixing factory made uPVC

white colour sliding glazed window upto

1.50 m in height dimension comprising of

uPVC multi-chambered frame with in-built

roller track and sash extruded profiles duly

reinforced with 1.60 +/- 0.2 mm thick

galvanized mild steel section made from

roll forming process of required length

(shape & size according to uPVC profile),

appropriate dimension of uPVC extruded

glazing beads and uPVC extruded

interlocks, EPDM gasket, wool pile, zinc

alloy (white powder coated) touch locks

with hook, zinc alloy body with single nylon

rollers (weight bearing capacity to be 40

kg), G.I fasteners 100 x 8 mm size for fixing

9.147D frame to finished wall and necessary

stainless steel screws etc. Profile of frame &

sash shall be mitred cut and fusion welded

at all corners, including drilling of holes for

fixing hardware's and drainage of water

etc. After fixing frame the gap between

frame and adjacent finished wall shall be

filled with weather proof silicon sealent

over backer rod of required size and of

approved quality, all complete as per

approved drawing & direction of Engineer-

in-Charge. (Single / double glass panes,

wire mesh and silicon sealent shall be paid

separately). Variation in profile dimension

in higher side shall be accepted but no

extra payment on this account shall be

9.147D.3 Two track two panels sliding window made Sqm 5.4 7821.15 42234.21

of (big series) frame 67 x 50 mm & sash 46

x 62 mm both having wall thickness of 2.3

46 +/- 0.2 mm and single glazing bead /

double glazing bead of appropriate

dimension . (Area of window above 1.75

sqm upto 2.50 sqm).

Providing and fixing bright /matt finished

Stainless Steel handles of approved quality

& make with necessary screws etc all

10.0 STEEL WORK

Supplying and fixing rolling shutters of

approved make, made of required size M.S.

laths, interlocked together through their

entire length and jointed together at the

end by end locks, mounted on specially

designed pipe shaft with brackets, side

guides and arrangements for inside and

10.6 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

10.7 Providing and fixing ball bearing for rolling Each 46 424.2 19513.2

Extra for providing mechanical device chain

10.8 and crank operation for operating rolling

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Steel work in built up tubular (round, square

or rectangular hollow tubes etc.) trusses

etc., including cutting, hoisting, fixing in

10.16 position and applying a priming coat of

approved steel primer, including welding

and bolted with special shaped washers

10.28 Providing and fixing stainless steel ( Grade Kg 1011.78 612.25 619462.31

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 with necessary accessories &

52 stainless steel dash fasteners , stainless

steel bolts etc., of required size, on the top

of the floor or the side of waist slab with

suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose

only weight of stainless steel members

shall be considered excluding fixing

accessories such as nuts, bolts, fasteners

11.0 FLOORING

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and jointed

with grey cement slurry mixed with

11.26 pigment to match the shade of the slab,

including rubbing and polishing complete

with base of cement mortar 1 : 4 (1 cement

: 4 coarse sand) :

11.27 Kota stone slabs 20 mm thick in risers of Sqm 25.28 2038.55 51534.54

steps, skirting, dado and pillars laid on 12

mm (average) thick cement mortar 1:3 (1

54 cement: 3 coarse sand) and jointed with

grey cement slurry mixed with pigment to

match the shade of the slabs, including

rubbing and polishing complete.

11.28S SAND STONE FLOORING

11.31 Extra for pre finished nosing in treads of Metre 205.79 157.35 32381.06

steps of Kota stone/ sand stone slab.

11.32 Extra for Kota stone/ sand stone in treads Sqm 96.64 36.35 3512.86

56 of steps and risers using single length up to

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 96.24 935.6 90042.14

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,

57 Ivory, Grey, Fume 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., complete.

11.41S VITRIFIED FLOOR TILES

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by

the manufacturer) with water absorption

less than 0.08% and conforming to IS:

15622, of approved make, in all colours

11.41 and shades, laid on 20mm thick cement

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

jointing with grey cement slurry @ 3.3 kg/

sqm including grouting the joints with white

cement and matching pigments etc.,

Providing and laying Vitrified tiles in

different sizes (thickness to be specified by

manufacturer), with water absorption less

than 0.08 % and conforming to I.S. 15622,

of approved make, in all colours & shade, in

11.46 skirting, riser of steps, over 12 mm thick

bed of cement mortar 1:3 (1 cement: 3

coarse sand), jointing with grey cement

slurry @ 3.3 kg/ sqm including grouting the

joint with white cement & matching

pigments etc. complete.

Providing and laying flamed finish Granite

stone flooring in required design and

patterns, in linear as well as curvilinear

portions of the building all complete as per

the architectural drawings with 18 mm

thick stone slab over 20 mm (average)

11.55 thick base of cement mortar 1:4 (1 cement

: 4 coarse sand) laid and jointed with

cement slurry and pointing with white

cement slurry admixed with pigment of

matching shade including rubbing, curing

and polishing etc. all complete as specified

and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Sqm 150 2589.9 388485

60 Cherry Red, Elite Brown, Cat Eye or

12.0 ROOFING

12.1S SHEET ROOFING

12.22 Making khurras 45x45 cm with average Each 10 266.6 2666

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 1 m x1 m x

400 micron, finished with 12 mm cement

plaster 1:3 (1 cement : 3 coarse sand) and

a coat of neat cement, rounding the edges

and making and finishing the outlet

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.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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 expansion.

12.42.3 Single tee with door

12.42.5 Bend 87.5 degrees

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.6 20 mm cement plaster of mix :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

13.21 Extra for providing and mixing water Per bag 1924.62 60.55 116535.74

proofing material in cement plaster work in of

proportion recommended by the cement

manufacturers. of 50kg

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 4173.69 214.3 894421.77

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth exterior

paint of required shade :

13.46.1 New work (Two or more coat applied @ Sqm 1924.62 166.85 321122.85

1.67 ltr/10 sqm over and including priming

coat of exterior primer applied @ 2.20

Finishing walls with 100% Premium acrylic

emulsion paint having VOC less than 50

gm/litre and UV resistance as per IS

13.48A 15489:2004, Alkali & fungal resistance, dirt

resistance exterior paint of required shade

(Company Depot Tinted) with silicon

13.48A.1 New work (Two or more coats applied @ Sqm 6903.38 154.45 1066227.04

1.43 litre/ 10 sqm. Over and including

priming coat of exterior primer applied @

0.90 litre/10 sqm.

13.50 Applying priming coat:

13.50.1 With ready mixed pink or Grey primer of Sqm 6.53 61.45 401.27

72 approved brand and manufacture on wood

work (hard and soft wood)

13.50.3 With ready mixed red oxide zinc chromate Sqm 21.37 55.5 1186.04

73 primer of approved brand and manufacture

on steel galvanised iron/ steel works

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 27.91 191.4 5341.97

74 under coat of suitable shade with ordinary

paint of approved brand and manufacture

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

13.80 Providing and applying white cement based Sqm 1924.62 123.85 238364.19

putty of average thickness 1 mm, of

75 approved brand and manufacturer, over the

plastered wall surface to prepare the

surface even and smooth complete.

15.0 DISMANTLING AND DEMOLISHING

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

Dismantling doors, windows and clerestory

windows (steel or wood) shutter including

15.12 chowkhats, architrave, holdfasts etc.

complete and stacking within 50 metres

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking

material within 50 metres lead.

Dismantling precast concrete or stone slabs

15.40 in walls, partition walls etc. including

stacking within 50 metres lead :

Dismantling G.I. pipes (external work)

including excavation and refilling trenches

after taking out the pipes, manually/ by

mechanical means including stacking of

pipes within 50 metres lead as per direction

of Engineer-in-charge :

15.52 Dismantling of flushing cistern of all types Each 20 744.6 14892

(C.I./PVC/Vitrious China) including stacking

83 of useful materials near the site and

disposal of unserviceable materials within

50 metres lead.

15.58 Demolishing R.C.C. work by mechanical cum 150 2328.55 349282.5

means and stockpiling at designated

locations and disposal of dismantled

84 materials up to a lead of 1 kilometre,

stacking serviceable and unserviceable

material separately including cutting

reinforcement bars.

15.60 Disposal of building rubbish / malba / cum 1000 219.35 219350

similar unserviceable, dismantled or waste

materials by mechanical means, including

loading, transporting, unloading to

approved municipal dumping ground or as

approved by Engineer-in-charge, beyond

50 m initial lead, for all leads including all

lifts involved.

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub grade Sqm 4050 180.5 731025

with power road roller of 8 to 12 tonne

capacity after excavating earth to an

average of 22.5 cm depth, dressing to

camber and consolidating with road roller

including making good the undulations etc.

and re-rolling the sub grade and disposal of

surplus earthwith lead upto 50 metres.

16.3 Supplying and stacking at site.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

16.3.7 Stone screening 11.2 mm nominal size cum 61 2065.7 126007.7

16.4 Laying, spreading and compacting stone cum 405 865.8 350649

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 density .

16.11 Dry stone pitching 22.5 cm thick including Sqm 1131 821.95 929625.45

92 supply of stones and preparing surface

16.15S FENCING

16.20 Welded steel wire fabric fencing with posts Sqm 1383.25 55 76078.75

of specified material and of standard

design placed and embedded in cement

concrete blocks 45x45x 60 cm of mix

1:5:10 (1 cement:5 fine sand : 10 graded

stone aggregate 40 mm nominal size),

every 15th post, last but one end post and

corner post shall be strutted on both sides

and end post on one side only and struts

embedded in cement concrete blocks

70x45x50 cm of the same mix, provided

with welded steel wire fabric fixed between

the posts fitted and fixed with G.I. staples

on wooden plugs or tied to 6 mm bar nibs

with G.I. binding wire (cost of posts, welded

steel wire fabric, painting, earth work in

excavation and concrete to be paid for

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer

including preparing the surface & cleaning

with mechanical broom.

Providing and laying Bitumen Penetration

Macadam with hard stone aggregate of

quality, size and grading as specified, with

bitumen of suitable penetration grade,

including required key aggregate as

specified, spreading coarse aggregate with

the help of self propelled/ tipper tail

16.36 mounted aggregate spreader and applying

bitumen by a pressure distributor and then

spreading key aggregate with the help of

aggregate spreader complete, including

consolidation with road roller of minimum 8

to 10 tonne capacity to achieve specified

values of compaction and surface accuracy

16.36.1 For 50mm compacted thickness using Sqm 500 414.2 207100

coarse aggregate of size 50-20 mm graded

@ 0.60 cum per 10 sqm key aggregate of

size 12.5 mm graded @ 0.15 cum per 10

sqm. With paving asphalt grade VG - 10 @

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and laying bitumen mastic

wearing course (as per specifications) with

industrial bitumen of grade 85/25

conforming to IS : 702, prepared by using

mastic cooker and laid to required level

and slope, including providing antiskid

surface with bitumen precoated fine

grained hard stone chipping of approved

size at the rate of 0.005 cum per 10 sqm

and at approximate spacing of 10 cm

centre to centre in both directions, pressed

into surface protruding 1 mm to 4 mm over

mastic surface, including cleaning the

surface, removal of debris etc. all

complete. (Considering bitumen using

10.2% as per MORTH specification).

16.49S MISCELLANEOUS

Providing and fixing G.I. chain link fabric

fencing of required width in mesh size

50x50 mm including strengthening with 2

mm dia wire or nuts, bolts and washers as

required complete as per the direction of

Engineer-in-charge.

16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated Sqm 150 901.65 135247.5

96 to achieve outer dia not less than 5 mm in

required colour and shade

16.80 Construction of dry lean cement concrete cum 113.1 4130.55 467165.21

sub base over a prepared sub-grade with

coarse and fine aggregate conforming to

IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation

after blending to be as per specifications,

cement content not to be less than 150

97 Kg/cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10

Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid

with a mechanical paver, compacting with

8-10 tonne vibratory roller, finishing and

curing etc. complete as per direction of

Engineer-in- charge.

Providing and laying factory made

chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive ways

or light traffic parking etc, of required

strength, thickness & size/ shape, made by

table vibratory method using PU mould, laid

in required colour & pattern over 50mm

thick compacted bed of sand, compacting

and proper embedding/laying of inter

locking paver blocks into the sand bedding

layer through vibratory compaction by

using plate vibrator, filling the joints with

sand and cutting of paver blocks as per

required size and pattern, finishing and

sweeping extra sand. complete all as per

direction of Engineer-in-Charge.

98 grade with approved color design and

17.0 SANITARY INSTALLATIONS

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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:

17.1.1 White Vitreous china Orissa pattern W.C. Each 5 5781.35 28906.75

99 pan of size 580x440 mm with integral type

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

17.2 flush 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 5 5540.55 27702.75

Providing and fixing white vitreous china

flat back or wall corner type lipped front

urinal basin of 430x260x350 mm and

340x410x265 mm 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 :

17.4.1 One urinal basin with 5 litre white P.V.C. Each 20 5268.85 105377

automatic flushing cistern

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 require:

17.7.3 White Vitreous China Wash basin size Each 2 2040.85 4081.7

102 550x400 mm with a pair of 15 mm C.P.

brass pillar taps

17.7A Providing and fixing wash basin with C.I. Each 10 3459.05 34590.5

brackets, 15 mm dia CP Brass single hole

basin mixer of approved quality and make,

including painting of fittings and brackets,

cutting and making good the walls

wherever required:- (a) White Vitreous

China Wash basin size 550x400 mm with a

15 mm CP Brass single hole basin mixer

17.22B Providing and fixing CP Brass Single lever Each 15 6119.15 91787.25

telephonic wall mixer of quality & make as

approved by Engineer in charge. (a) 15 mm

Providing and fixing P.V.C. waste pipe for

17.28 sink or wash basin including P.V.C. waste

fittings complete.

17.28.2 Flexible pipe

17.29 Providing and fixing 100 mm sand cast Iron Each 33 45.25 1493.25

grating for gully trap.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and fixing mirror of superior glass

(of approved quality) and of required shape

17.32 and size with plastic moulded frame of

approved make and shade with 6 mm thick

hard board backing :

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

17.73 cleats with CP brass screws with concealed

fittings arrangement of approved quality

17.73.1 450 mm long towel rail with total length of Each 15 573.6 8604

110 495 mm, 78 mm wide and effective height

of 88 mm, weighing not less than 170 gms

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply,

including all CPVC plain & brass threaded

fittings, including fixing the pipe with

clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge.-Internal work - Exposed on wall

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply,

including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at

1.00 m spacing. This includes jointing of

18.8 pipes & fittings with one step CPVC solvent

cement and the cost of cutting chases and

making good the same including testing of

joints complete as per direction of Engineer

in Charge, Concealed work, including

cutting chases and making good the wall

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of

approved quality :

Providing and fixing brass stop cock of

approved quality :

Providing and fixing uplasticised PVC

connection pipe with brass unions :

18.21.1 30 cm length

Providing and fixing C.P. brass shower rose

with 15 or 20 mm inlet :

18.23S C.I./DUCTILE IRON PIPES & SPECIALS

Providing and laying S&S C.I. standard

18.25 specials such as tees, bends, collars,

tapers, caps etc. (Heavy class):

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Constructing masonry Chamber 60x60x75

cm, inside in brick work in cement mortar

1:4 (1 cement : 4 coarse sand) for fire

hydrants, with C.I. surface box 350x350

mm top and 165 mm deep ( inside) with

chained lid and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone

18.36 aggregate 20 mm nominal size) , i/c

necessary excavation, foundation concrete

1:5:10 (1 cement : 5 fine sand:10 graded

stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement

complete as per standard design :

modular) bricks of class designation 7.5

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

121 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes

but without fittings and the base support

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass long body

bib cock of approved quality conforming to

IS standards and weighing not less than

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and fixing PTMT Ball cock of

approved quality, colour and make

complete with Epoxy coated aluminium rod

with L.P./ H.P.H.D. plastic ball.

weighing not less than 690 gms

Providing and laying S&S Centrifugally Cast

18.72 (Spun) / Ductile Iron Pipes conforming to IS

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

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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

21.1 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 double action hydraulic

floor spring of approved brand and

manufacture conforming to IS : 6315,

having brand logo embossed on the body /

plate with double spring mechanism and

door weight upto 125 kg, for doors,

21.4 including cost of cutting floors, embedding

in floors as required and making good the

same matching to the existing floor

finishing and cover plates with brass pivot

and single piece M.S. sheet outer box with

slide plate etc. complete as per the

direction of Engineer-in-charge.

21.4.1 With stainless steel cover plate minimum Each 2 2448.85 4897.7

1.25 mm thickness

21.18 Providing and fixing 12 mm thick frameless Sqm 127.51 4540.7 578984.66

toughened glass door shutter of approved

brand and manufacture, including providing

and fixing top & bottom pivot & double

acting hydraulic floor spring type fixing

arrangement and making necessary holes

etc. for fixing required door fittings, all

complete as per direction of Engineer-in-

charge (Door handle, lock and stopper

etc.to be paid separately).

22.0 WATER PROOFING

22.3 Providing and laying water proofing Sqm 146.36 774.25 113319.23

treatment to vertical and horizontal

surfaces of depressed portions of W.C.,

kitchen and the like consisting of: (i) Ist

course of applying cement slurry @ 4.4

kg/sqm mixed with water proofing

compound conforming to IS 2645 in

recommended proportions including

rounding off junction of vertical and

horizontal surface. (ii) IInd course of 20 mm

129 cement plaster 1:3 (1 cement : 3 coarse

sand) mixed with water proofing compound

in recommended proportion including

rounding off junction of vertical and

horizontal surface. (iii) IIIrd course of

applying blown or residual bitumen applied

hot at 1.7 kg. per sqm of area. (iv) IVth

course of 400 micron thick PVC sheet.

(Overlaps at joints of PVC sheet should be

100 mm wide and pasted to each other

with bitumen @ 1.7 kg/sqm).

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and laying integral cement based

water proofing treatment including

preparation of surface as required for

treatment of roofs, balconies, terraces etc

consisting of following operations: (a)

Applying a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with water

proofing compound conforming to IS. 2645

and approved by Engineer-in-charge over

the RCC slab including adjoining walls upto

300 mm height including cleaning the

surface before treatment. (b) Laying brick

bats with mortar using broken bricks/brick

bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing

compound conforming to IS : 2645 and

approved by Engineer-in-charge over 20

mm thick layer of cement mortar of mix 1:5

(1 cement :5 coarse sand ) admixed with

water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge

to required slope and treating similarly the

adjoining walls upto 300 mm height

including rounding of junctions of walls and

slabs. (c) After two days of proper curing

applying a second coat of cement slurry

using 2.75 kg/ sqm of cement admixed with

water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick

jointless cement mortar of mix 1:4 (1

cement :4 coarse sand) admixed with water

proofing compound conforming to IS : 2645

and approved by Engineer-in-charge

including laying glass fibre cloth of

approved quality in top layer of plaster and

finally finishing the surface with trowel with

neat cement slurry and making pattern of

300x300 mm square 3 mm deep. (e) The

whole terrace so finished shall be flooded

with water for a minimum period of two

weeks for curing and for final test."All

above operations to be done in order and

as directed and specified by the Engineer-

22.7.1 With average thickness of 120 mm and Sqm 2 1522.95 3045.9

minimum thickness at khurra as 65 mm.

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and applying integral crystalline

slurry of hydrophilic in nature for

waterproofing treatment to the RCC

structures like retaining walls of the

basement, water tanks, roof slabs,

podiums, reservior, sewage & water

treatment plant, tunnels / subway and

bridge deck etc., prepared by mixing in the

ratio of 5 : 2 (5 parts integral crystalline

slurry : 2 parts water) for vertical surfaces

and 3 : 1 (3 parts integral crystalline slurry :

1 part water) for horizontal surfaces and

applying the same from negative (internal)

22.23 side with the help of synthetic fiber brush.

The material shall meet the requirements

as specified in ACI-212-3R-2010 i.e by

reducing permeability of concrete by more

than 90% compared with control concrete

as per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The

crystalline slurry shall be capable of self-

healing of cracks up to a width of 0.50mm.

The work shall be carried out all complete

as per specification and the direction of the

engineer-in-charge. The product

performance shall carry guarantee for 10

years against any leakage.

22.23.2 For horizontal surface one coat @1.10 kg Sqm 1650.52 311.5 514136.98

23.0 RAIN WATER HARVESTING & TUBEWELLS

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

23.2 log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, beyond 90

metre & upto 150 metre depth below

Supplying, assembling, lowering and fixing

in vertical position in bore well

unplasticized PVC medium well screen

(RMS) pipes with ribs, conforming to IS:

12818, including hire & labour charges,

fittings & accessories etc. all complete, for

all depths, as per direction of Engineer-in-

STRUCTURAL GLAZING ALUMINIUM

COMPOSITE PANEL

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

25.8 Design supply & installation of suspended Sqm 31.86 8230.05 262209.39

Spider Glazing system designed to

withstand the wind pressure as per IS 875

(Part-III). The Suspended System held with

Spider Fittings of SS-316 Grade Steel of

approved manufacturer with glass panel

having 12 mm thick clear toughened glass

held together with SS- 316 Grade Stainless

steel Spider & bolt assembly with laminated

glass fins 21 mm thick. The Glass fins and

glass panel assembly shall be connected to

Slab/beams by means of SS- 316 Grade

stainless steel brackets & Anchor bolts and

at the bottom using SS channel of

50x25x2mm using fastener & anchor bolts,

non staining weather sealants of approved

make, Teflon/ nylon bushes and separators

to prevent bi-metallic contacts, all

complete to perform as per specification

135 and approved drawings. The complete

system to be designed to accommodate

thermal expansion & seismic movements

etc. The joints between glass panels (6 to 8

mm) and gaps at the perimeter & in U

channel of the assembly to be filled with

non staining weather sealant, so as to make

the entire system fully water proof & dust

proof. The rate shall include all design,

Engineering and shop drawing including

approval from structural designer, labour,

T&P, scaffolding, other incidental charges

including wastage, enabling temporary

services all fitting fixers nut bolts, washer,

Buffer plates, fastener, anchors, SS channel

laminated glass etc. all complete. For the

purpose of payment, actual elevation area

of Glazing including thickness of joints and

the portion of Glass panel inside the SS

channel shall be measured.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid door/window/clerestory windows &

desertory other Frames/Chowkhat

comprising of virgin PVC polymer of K value

58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed

with full body threaded star headed SS

screws having minimum frame density of

750 kg/cum, screw withdrawal strength of

2200 N (Face) & 1100 N (Edge), minimum

compressive strength of 58 N/mm2,

modulus of elasticity 900 N/mm2 and

resistance to spread of flame of Class A

c a t e g o r y with property of being

termite/borer proof, water/moisture proof

and fire retardant and fixed in position with

M.S hold fast/lugs/SS dash fasteners of

required dia and length complete as per

direction of Engineer-In- Charge. (M.S hold

fast/lugs or SS dash fasteners shall be paid

for separately). Note: For WPC solid

door/window frames, minus 5mm tolerance

in dimensions i.e depth and width of profile

shall be acceptable. Variation in profile

dimensions on plus side shall be acceptable

but no extra payment on this account shall

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid plain flush door shutter of required

size comprising of virgin polymer of K value

58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for

100 gms) having minimum density of 650

kg/cum and screw withdrawal strength of

1800 N (Face) & 900 N (Edge), minimum

26.87 compressive strength 50 N/mm2, modulus

of elasticity 850 N/mm2 and resistance to

spread of flame of Class A category with

property of being termite/borer proof,

water/moisture proof and fire retardant and

fixing with stainless steel butt hinges of

required size with necessary full body

threaded star headed counter sunk S.S

screws, all as per direction of Engineer-In-

Charge. (Note: stainless steel butt hinges

and necessary S.S screws shall be paid

Schedule A 3-All Items of Work provided in the CPWD'DSR' - 2021 with upto date corrections as per

(Schedule - A), Annexure ''A-3" attached for items of steel reinforcement under CPWD specification.

All Items of Work provided in the CPWD'DSR' - 2021 with upto date corrections as per (Schedule -

A), Annexure ''A-3" attached for items of steel reinforcement under CPWD specification.

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Kg 46174.55 89.65 4139548.41

Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 53968.77 89.65 4838300.23

Fe-500D or more.

Schedule B 1-All Items of Work provided in the CPWD/HORTICULTURE AND LANDSCAPING/20 with

upto date corrections as per (Schedule - A), Annexure ''B-1" attached

All Items of Work provided in the CPWD/HORTICULTURE AND LANDSCAPING/20 with upto date

corrections as per (Schedule - A), Annexure ''B-1" attached

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

2.0 HORTICUTURE AND LANDSCAPING

2.2 Supplying and stacking of good earth at cum 151.91 515.6 78324.8

site including royalty and carriage upto 5

1 km lead complete (earth measured in

stacks will be reduced by 20% for

2.8 Spreading of sludge, dump manure and/or cum 150.08 52.35 7856.69

good earth in required thickness as per

2 direction of officer-in-charge (cost of

sludge, dump manure and/ or good earth to

be paid separately).

Grassing with selection N o . 1 / Doob grass

including watering and maintenance of the

lawn for 30 days or more till the grass

2.10 forms a thick lawn, free from weeds and fit

for mowing including supplying good earth,

if needed (the grass and good earth shall

be paid for separately).

2.25 Supplying and stacking of well decayed cum 100 247.5 24750

cattle manure at site including royalty and

4 carriage upto 5 k.m.lead complete (Cattle

manure measured in stacks will be reduced

by 8% for Payment).

2.27 Providing and fixing M. S. tree guard 50 cm Each 51 3448.6 175878.6

square in plan, height 1.40 metre above

ground level and 0.50 metre below ground

level. The vertical members shall consist of

four nos of angle iron of size 25x25x5 mm

1.9 long, one at each corner and 8 nos flat

iron of size 25x5 mm 1.4 long. The vertical

members shall be welded to 4 nos 25x6

mm M. S. flats placed horizontally around

the vertical member of the cage. One name

plate of 1 mm thick M.S. sheet of size

250x100 mm shall be welded to the tree

guard near the middle height and lettered

CPWD / PWD/ any other approved name.

The tree guard shall be fixed to the ground

by making suitable holes and by

embedding four corners leg in the ground,

including refilling the earth, compaction

etc. complete. The tree guard shall be

painted with two coats of paint of approved

brand and manufacture over a coat of

primer, complete in all respect.