Provision of 40 bedded Running room at DKGS

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

All items of Work provided in the CPWD'DSR'-2021 with up to 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

2.6 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-charge.

2.25 Filling available excavated earth (excluding cum 1040.4 253.95 264209.58

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 earth cum 840 368.65 309666

(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 part

2.26 thereof in excavation / banking excavated or

stacked materials.

2.27 Supplying and filling in plinth with sand under cum 100 2161.2 216120

5 floors, including watering, ramming,

consolidating and dressing complete.

Surface dressing of the ground including

removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of

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

2.31 Clearing jungle including uprooting of rank Sqm 500 14.5 7250

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal

of rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

4.10 Providing and laying damp-proof course Sqm 50 370.85 18542.5

40mm thick with cement concrete 1:2:4 (1

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

natural sources: 4 graded stone aggregate

12.5mm nominal size derived from natural

4.13 Providing & applying a coat of residual Sqm 50 113.85 5692.5

petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square

metre on damp proof course after cleaning

the surface with brushes and finally with

apiece of cloth lightly soaked in kerosene oil.

4.14S MISCELLANEOUS

4.17 Making plinth protection 50mm thick of Sqm 64.3 681.65 43830.1

cement concrete 1:3:6 (1 cement : 3 coarse

sand(Zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size

derived from natural sources) over 75mm

thick bed of dry brick ballast 40 mm nominal

size, well rammed and consolidated and

grouted with fine sand, including necessary

excavation, levelling & dressing & finishing

the top smooth.

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

derived from natural sources: 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

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 730.83 307.95 225059.1

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 1912.46 766.55 1465996.21

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 2626.66 608.35 1597928.61

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 2800 804.25 2251900

5.9.7 Stairs, (excluding landings) except spiral- Sqm 100 657.75 65775

5.9.16 Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 70 814.95 57046.5

including edges

5.12S PRE-CAST RCC

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

5.12 Providing, hoisting and fixing above plinth cum 346.7 9673.5 3353802.45

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

22 cost of required centering, shuttering but ,

excluding cost of reinforcement with 1:1.5:3

(1 cement : 1.5 coarse sand(zone-III) derived

from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

5.33S DESIGN MIX CONCRETE

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 cement cum 74 8683.8 642601.2

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 cement cum 380 10306.2 3916356

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 149.82 688.45 103143.58

25 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

Brick work with non modular fly ash bricks

conforming to IS:12894, class designation 10

6.34 average compressive strength in super

structure above plinth level up to floor V level

Brick work with modular extruded burnt fly

ash clay sewer bricks (Conforming to IS: 4885

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

sand) in foundation and plinth :

Half brick masonry with non modular fly ash

bricks of class designation 10, conforming to

IS :12894, in super structure above plinth and

upto floor V level.

8.0 CLADDING WORK

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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.

Raj Nagar Plain white marble/ Udaipur green

marble/ Zebra black marble

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 130 1063.45 138248.5

wall tiles conforming to IS: 15622 (thickness

to be specified by the manufacturer), of

approved make, in all colours, shades except

burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting,

risers of steps and dados, over 12 mm thick

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

coarse sand) and jointing with grey cement

slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching

shade complete.

9.0 WOOD AND P.V.C. WORK

9.72S BRASS FITTINGS

Providing and fixing bright finished brass butt

hinges with necessary screws etc. complete :

Providing and fixing bright finished brass

9.74 tower bolts (barrel type) with necessary

screws etc. complete :

9.76 Providing and fixing bright finished brass 100 Each 16 723.8 11580.8

mm mortice latch and lock with 6 levers and a

pair of lever handles of approved quality with

necessary screws etc. complete.

Providing and fixing bright finished brass

handles with screws etc. complete:

9.82 Providing and fixing bright finished brass Each 16 109.6 1753.6

36 hanging type floor door stopper with

necessary screws, etc. complete.

9.105S GYPSUM BOARD PARTITIONS

Providing & Fixing decorative high pressure

laminated sheet of plain / wood grain in gloss /

matt/ suede finish with high density protective

9.127 surface layer and reverse side of adhesive

bonding quality conforming to IS : 2046 Type

S, including cost of adhesive of approved

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

9.143 Providing and Fixing factory made uPVC door Metre 250 545.6 136400

frame, made of uPVC exturded sections, of

size 65 mm x 55 mm with wall thickness 2.0

mm (+/- 0.2 mm), corners of the door frame

to be mitred cut and jointed with plastic

brackets and stainless steel screws,

reinforcing hinge side vertical of the frames

38 with PVC profile of Size 28 mm x 30 mm

having wall thickness 2 mm (+/-0.2 mm),

including providing & fixing 3 nos of 125 mm

long stainless steel hinges to the frame, fixing

the frame with jamb with required number &

size of anchor dash fastners, all complete as

per manufacturer's specification and direction

of Engineer-in-charge.

9.144 Providing and fixing 37 mm thick factory Sqm 68 3654.45 248502.6

made PVC door shutter, styles and rails made

of PVC hollow section of size 100 mm x 37

mm with wall thickness 2 mm (+/- 0.2 mm),

with inbuilt bead on one side, styles and rails

mitered cut and joint at the corners by means

of 2 nos of plastic brackets of size 75 mm x

220 mm at each corner and stainless steel

screws, reinforcing the hinge side of style by

39 inserting PVC profile of size 28 mm x 30 mm,

with wall thickness 2 mm ( +/- 0.2 mm).

Lockrail of size 100 mm x 37 mm, wall

thickness 2 mm (+ 0.2 mm) will be fixed to

the vertical styles. Providing with PVC snapfit

beads and panel of size 100 mm x 20 mm,

and inserting 2 nos tie bar of 6 mm dia and

fastening with nuts and washers complete, all

as per manufacturer's specification and

direction of Engineer-in-charge.

9.167 Providing and fixing 6mm thick both sides Pre- Sqm 100 902.55 90255

laminated cement bonded wood particle board

as per IS : 15786:2008 of approved brand and

shade with suitable full threaded steel screws

etc. on the backing of racks, drawer,

cupboard, kitchen cabinet under kitchen

counter etc. all complete as per direction of

Engineer-in-charge.

9.168 Providing and fixing cupboard shutter with Sqm 40 2563.75 102550

19mm thick one side decorative and other

side balancing lamination factory pressed

BWP grade marine ply as per IS 710 of

approved brand including 2mm thick PVC

41 edge banding tape with hot glue by edge

bending machine etc. with auto closing spring

loaded hinges (hydraulic type) etc. complete

as per direction of Engineer-in-charge.

(Payment of providing and fixing auto closing

hinges shall be paid separately)

Providing and fixing stainless steel fancy

handle of approved make fixed with SS screws

etc. complete as per direction of Engineer-in-

9.171 Providing and fixing stainless steel soft closing Each 60 226.75 13605

spring hinges at 0 degree hinges (hydraulic

type) of approved make/brand to cupboard

43 shutters with full threaded steel screws

including making necessary recess in board

and finished etc. complete as per direction of

Engineer-in-charge.

9.172 Providing and fixing stainless steel soft closing Set 60 749.7 44982

heavy type telescopic drawer channels of

44 approved make 500 mm long with screws etc.

complete as per directions of Engineer- in-

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

9.173 Providing and fixing ready made 304 grade Kg 100 423.7 42370

stainless steel Modular kitchen basket and

accessories such as right angle basket (Plain

Cup & Saucer, plant, Partition, Bottle rack,

Thali, Cutlery) kitchen utensil basket, Dinner

set basket, kitchen grain basket, Multipurpose

basket as per site requirement including

finishing (wherever required) and fittings. The

same shall be fixed with necessary stainless

steel nuts & bolts, Stainless Steel screws &

telescopic channel etc. as per direction of

Engineer-in-charge. (For payment purpose

only weight of Stainless steel basket shall be

considered excluding weight of all fixing

accessories such as nuts, bolts, fasteners

telescopic basket channels etc. Payment of

providing and fixing telescopic channel shall

be paid separately)

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 200 111.95 22390

in built up sections, trusses and framed work,

46 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

Providing and fixing pressed steel door frames

conforming to IS: 4351, manufactured from

commercial mild steel sheet of 1.60 mm

thickness, including hinges, jamb, lock jamb,

bead and if required angle threshold of mild

steel angle of section 50x25 mm, or base ties

of 1.60 mm, pressed mild steel welded or

rigidly fixed together by mechanical means,

including M.S. pressed butt hinges 2.5 mm

thick with mortar guards, lock strike-plate and

shock absorbers as specified and applying a

coat of approved steel primer after pre-

treatment of the surface as directed by

Engineer-in-charge:

10.14.1 Profile B

10.14.1.2 Fixing with carbon steel galvanised dash Metre 110 433.15 47646.5

47 fastener of required dia and size (to be paid

for separately)

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.

Providing and fixing hand rail of approved size

by welding etc. to steel ladder railing, balcony

10.26 railing, staircase railing and similar works,

including applying priming coat of approved

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

10.28 Providing and fixing stainless steel ( Grade Kg 400 612.25 244900

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

50 accessories & 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 etc.).

11.0 FLOORING

11.2 Dry brick on edge flooring in required pattern Sqm 1100 733.3 806630

with bricks of class designation 7.5 on a bed

51 of 12 mm mud mortar, including filling joints

with local sand, with common burnt clay non

modular bricks.

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the

cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 846 545 461070

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 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) :

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 106 935.6 99173.6

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 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

Providing and laying Vitrified 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 brand & manufacturer, in all colours

11.47 and shade, in skirting, riser of steps, laid with

cement based high polymer modified quick

set tile adhesive (water based) conforming to

IS: 15477, in average 6 mm thickness,

including grouting of joints (Payment for

grouting of joints to be made separately).

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

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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

Providing and fixing on wall face unplasticised

- PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.42.3 Single tee with door

12.42.5 Bend 87.5 degrees

12.50 Providing and fixing precoated galvanised iron Sqm 50 671.55 33577.5

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

59 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 required.

Providing and fixing precoated galvanised

steel sheet roofing accessories 0.50 mm

(+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws

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:

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

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 2050 162.55 333227.5

66 including water thinnable priming coat with

13.44S EXTERIOR FINISHING

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Finishing walls with Acrylic Smooth exterior

paint of required shade :

13.46.1 New work (Two or more coat applied @ 1.67 Sqm 1120 166.85 186872

67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

13.80 Providing and applying white cement based Sqm 2060 123.85 255131

putty of average thickness 1 mm, of approved

68 brand and manufacturer, over the plastered

wall surface to prepare the surface even and

smooth complete.

16.0 ROAD WORK

16.1S ROADS

Dry brick pitching half brick thick in drains

16.12 including supply of bricks and preparing the

surface complete :

16.12.1 With common burnt clay F.P.S. (non modular) Sqm 42 607.2 25502.4

bricks of class designation 7.5

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 pipe,

17.1 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

17.1.1 White Vitreous china Orissa pattern W.C. pan Each 96 5781.35 555009.6

70 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

17.2.1 W.C. pan with ISI marked white solid plastic Each 8 5540.55 44324.4

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

17.4 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 8 5268.85 42150.8

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

17.7.3 White Vitreous China Wash basin size Each 16 2040.85 32653.6

73 550x400 mm with a pair of 15 mm C.P. brass

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

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

17.10.1 Kitchen sink with drain board

17.31 Providing and fixing 600x450 mm beveled Each 16 1411.15 22578.4

edge mirror of superior glass (of approved

75 quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

Providing and fixing PTMT Bottle Trap for

Wash basin and sink.

17.70.2 Bottle trap 38 mm single piece moulded with Each 20 325.1 6502

height of 270 mm, effective length of tail pipe

260 mm from the centre of the waste

coupling, 77 mm breadth with 25 mm

minimum water seal, weighing not less than

17.71 Providing and fixing PTMT liquid soap Each 16 146.3 2340.8

container 109 mm wide, 125 mm high and

112 mm distance from wall of standard shape

with bracket of the same materials with snap

fittings of approved quality and colour,

weighing not less than 105 gms.

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of Each 16 573.6 9177.6

78 495 mm, 78 mm wide and effective height of

88 mm, weighing not less than 170 gms

17.74 Providing and fixing PTMT shelf 440 mm long, Each 16 607.05 9712.8

124 mm width and 36 mm height of approved

quality and colour, weighing not less than 300

17.75 Providing and fixing PTMT 15 mm Urinal Each 16 92.75 1484

spreader size 95x69x100 mm with 1/2" BSP

thread and shapes, weighing not less than 60

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

18.7 the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge.-Internal work - Exposed on wall

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of

approved quality :

Providing and fixing brass stop cock of

approved quality :

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

Providing and fixing uplasticised PVC

connection pipe with brass unions :

18.21.1 30 cm length

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Providing and fixing C.P. brass shower rose

with 15 or 20 mm inlet :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Litre 6000 9.7 58200

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable

locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass long nose bib

cock of approved quality conforming to IS

standards and weighing not less than 810

Providing and fixing PTMT grating of approved

quality and colour.

18.58.1 Circular type

19.0 DRAINAGE

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

19.19 manhole cover and frame of required shape

and approved quality

Making connection of drain or sewer line with

existing manhole including breaking into and

making good the walls, floors with cement

concrete 1:2:4 mix (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal

size) cement plastered on both sides with

cement mortar 1:3 (1 cement : 3 coarse

sand), finished with a floating coat of neat

cement and making necessary channels for

the drain etc. complete :

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 2 28029.15 56058.3

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

20.3 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)

23.0 RAIN WATER HARVESTING & TUBEWELLS

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

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 ground

23.9 Providing and fixing factory made precast RCC Each 67 1213.25 81287.75

perforated drain covers, having concrete of

strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four

nos longitudinal & 9 nos cross sectional T.M.T.

hoop bars, including providing 50 mm dia

perforations @ 100 to 125 mm c/c, including

providing edge binding with M.S. flats of size

50 mm x 1.6 mm complete, all as per

direction of Engineer-in-charge.

STRUCTURAL GLAZING ALUMINIUM

COMPOSITE PANEL

25.8 Design supply & installation of suspended Sqm 70 8230.05 576103.5

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 and approved

98 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

category 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 be made.

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

26.87 (Edge), minimum 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 separately)

Schedule A3- A3-All items of Work provided in the CPWD'DSR'-2021 with up to date corrections as

Schedule per (Schedule-A), annexure "A-3" attached , attached for items of steel reinforcement. under CPWD

A3-All items of Work provided in the CPWD'DSR'-2021 with up to date corrections as per (Schedule-

Item- 02 A), annexure "A-3" attached , attached for items of steel reinforcement. under CPWD specification.

(Item Directory -CPWD DSR 2021-Ver-2)

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

SONPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

5.22.6 Thermo-Mechanically Treated bars of grade Kg 34362.5 89.65 3080598.13

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 51851.6 89.65 4648495.94

Fe-500D or more.