(1) Upgradation of Mandhar Stations by provision of new booking office, renovation of existing booking & concourse furniture for station, improvement of damaged/unpaved PF surface, (2) Provision of deficiencies of MEA at Mandhar and (3) Provision of Rolling In/Out hut with illumination at URK-SZB by-pass line.

standard specification

Execution of all works connected with above works covered under DSR-CPWD-2023 of standard

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

by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or

drains (not exceeding 1.5 m in width or 10

sqm on plan), including dressing of sides and

ramming of bottoms, for all lift, including

getting out the excavated soil and disposal of

surplus excavated soil as directed, within a

lead of 50 m. All kinds of soil.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

2 2 Item Code : 2.6.1 : Earth work in excavation cum 15.00 177.50 2662.50

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 for all lift, as directed by Engineer-in-

charge. All kinds of soil

3 3 Item Code:2.27:Supplying and filling in plinth cum 1.00 2123.75 2123.75

with sand under floors, including watering,

ramming, consolidating and dressing

4 4 Item Code:2.25(a):Excavating, supplying and cum 6.00 700.50 4203.00

filling of local 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.

5 5 Item Code:4.1.5:Providing and laying in cum 4.00 7294.70 29178.80

position cement concrete of specified grade

excluding the cost of centering and shuttering

- All work up to plinth level :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)

6 6 Item Code:4.1.3:Providing and laying in cum 25.00 7878.50 196962.50

position cement concrete of specified grade

excluding the cost of centering and shuttering

- All work up to plinth level :1:2:4 (1 cement :

2 coarse sand (zone-III) derived from natural

sources : 4 graded stone aggregate 20 mm

nominal size derived from natural sources)

7 7 Item Code:4.3.1:Centering and shuttering Sqm 36.00 392.15 14117.40

including strutting, propping etc. and removal

of form work for :Foundations, footings, bases

8 8 Item Code:5.33.1.1:Providing and laying in cum 4.00 9504.75 38019.00

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 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.:Concrete of M25

grade with minimum cement content of 330

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

9 9 Item Code:5.33.2.1:Providing and laying in cum 12.00 9860.40 118324.80

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 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.:Concrete of M25

grade with minimum cement content of 330

10 10 Item Code:5.9.5:Centering and shuttering Sqm 24.00 736.40 17673.60

including strutting, propping etc. and removal

of form for Lintels, beams, plinth beams,

girders, bressummers and cantilevers

11 11 Item Code:5.9.1:Centering and shuttering Sqm 20.00 392.15 7843.00

including strutting, propping etc. and removal

of form for:Foundations, footings, bases of

columns, etc. for mass concrete

12 12 Item Code:5.9.2:Centering and shuttering Sqm 22.00 842.50 18535.00

including strutting, propping etc. and removal

of form for Walls (any thickness) including

attached pilasters, buttresses, plinth and

string courses etc.

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 :Cement mortar 1:6 (1 cement : 6

14 14 Item Code:10.25.2:Steel work welded in built Kg 1200.00 172.60 207120.00

up sections/ framed work, including cutting,

hoisting, fixing in position and applying a

priming coat of approved steel primer using

structural steel etc. as required.In gratings,

frames, guard bar, ladder, railings, brackets,

gates and similar works

Ceramic glazed floor 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 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.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

precoated galvanised iron profile sheets (size,

shape and pitch of corrugation as approved

by Engineer-in-charge) of total coated

thickness 0.50 mm (base metal of minimum

0.45 mm thickness with total coating

thickness of 0.05 mm) 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 required.

plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even

and smooth complete.

quality acrylic distemper (ready mixed)

having VOC content less than 50 gram/litre,

of approved manufacturer and of required

shade and colour all complete to achieve

even shade and colour : New work (two or

more coats) over and including water

thinnable priming coat with cement primer

having VOC content less than 50 gram/litre

19 19 Item Code:13.46.1:Finishing walls with Acrylic Sqm 120.00 160.60 19272.00

Smooth exterior paint of required shade :New

work (Two or more coat applied @ 1.67 ltr/10

sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

rough side of single or half brick wall of

mix:1:6 (1 cement: 6 coarse sand)

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

bending, placing in position and binding all

complete above plinth level.Thermo-

Mechanically Treated bars of grade Fe-500D