Four Miscellaneous work under Divisional Engineer(HQ)Jabalpur Jurisdiction. Part- 1:- ADEN(HQ)/JBP -Repair and Renovation to wooden floring all roofs leakage, plaster & Sanitary of Rail Saurabh club at Jabalpur. Part-2:-Construction panel room size 8 X 4 mtrs Rail Saurabh Club sub station. (Part of work :- Provision of panel room in various station of JBP Division.) Part-3:-Construction of panel room near RB IV 460 in Rail Saurabh colony Jabalpur under ADEN(HQ)JBP sub division. (Part of work :- Provision of panel room in various station of JBP Division.) Part-4 : Provision for Electrical panel at Madan Mahal Platform No. 4 side Jabalpur end(Part of work :- Provision of panel room in various station of JBP Division.)

ADEN(HQ)JBP sub division.

Item- 1 All Schedule items of DSR-2021

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-

2.27 Supplying and filling in plinth with sand cum 9 2161.2 19450.8

2 under floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Centering and shuttering including

4.3 strutting, propping etc. and removal of form

4 4.3.1 Foundations, footings, bases for columns Sqm 15 307.95 4619.25

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

III) 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, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and

reinforcement :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

5.9.1 Foundations, footings, bases of columns, Sqm 87 307.95 26791.65

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 45 766.55 34494.75

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 60 608.35 36501

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 97 804.25 78012.25

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 1 9673.5 9673.5

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

11 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).

5.22S STEEL REINFORCEMENT

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 5400 89.65 484110

Fe-500D or more.

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:

9.0 WOOD AND P.V.C. WORK

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

9.20.2 30 mm thick including ISI marked Stainless Sqm 6 2818.5 16911

Steel butt hinges with necessary screws

Extra for Providing and fixing flush doors

with decorative veneering instead of non

decorative ISI marked flush door shutters

conforming to IS: 2202 (Part I)

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:

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

handles with screws etc. complete:

9.105S GYPSUM BOARD PARTITIONS

JABALPUR DIVISION-ENGG/WEST 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

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 made.

9.147D.2 Three track three panels sliding window Sqm 7.5 10030.3 75227.25

with fly proof SS wire mesh (Two nos.

glazed & one no. wire mesh panels) made

of (small series) frame 92 x 44 mm & sash

32 x 60 mm both having wall thickness of

1.9 +/- 0.2 mm and single glazing bead of

appropriate dimension (Area of window

upto 1.75 sqm).

10.0 STEEL WORK

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 etc.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 500 142.3 71150

railings, brackets, gates and similar works

Providing & fixing glass panes with putty

10.30 and glazing clips in steel doors, windows,

clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes (weight not less Sqm 6 940.3 5641.8

than 10 kg/sqm)

11.0 FLOORING

11.26S KOTA STONE FLOORING

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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) :

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 440 214.3 94292

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

Applying priming coats with primer of

approved brand and manufacture, having

low VOC (Volatile Organic Compound )

Wall painting with plastic emulsion paint of

13.98 approved brand and manufacture to give an

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 6 2007.1 12042.6

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 5 2928.1 14640.5

mechanical means including stacking of

27 steel bars and disposal of unserviceable

material within 50 metres lead as per

direction of Engineer - in- charge.

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.

15.60 Disposal of building rubbish / malba / similar cum 100 219.35 21935

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

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

16.68 Providing and laying 60mm thick factory Sqm 256 951 243456

made cement concrete interlocking paver

block of M -30 grade made by block making

machine with strong vibratory compaction,

of approved size, design & shape, laid in

required colour and pattern over and

including 50mm thick compacted bed of

coarse sand, filling the joints with line sand

etc. all complete as per the direction of

Engineer-in-charge.

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 128 901.65 115411.2

32 to achieve outer dia not less than 5 mm in

required colour and shade

22.0 WATER PROOFING

22.6 Providing and laying water proofing Sqm 39 585.55 22836.45

treatment on roofs of slabs by applying

cement slurry mixed with water proofing

cement compound consisting of applying:

(a) after surface preparation, first layer of

slurry of cement @ 0.488 kg/sqm mixed

with water proofing cement compound @

0.253 kg/sqm. (b) laying second layer of

Fibre glass cloth when the first layer is still

green. Overlaps of joints of fibre cloth

should not be less than 10 cm. (c) third

layer of 1.5 mm thickness consisting of

slurry of cement @ 1.289 kg/sqm mixed

with water proofing cement compound @

0.670 kg/sqm and coarse sand @ 1.289

kg/sqm. This will be allowed to air cure for 4

hours followed by water curing for 48 hours.

The entire treatment will be taken upto 30

cm on parapet wall and tucked into groove

in parapet all around. (d) fourth and final

layer of brick tiling with cement mortar

(which will be paid for separately. For the

purpose of measurement the entire treated

surface will be measured.

Schedule Schedule 6-Part-4 : Provision for electrical panel at MML PF No. 4 side JBP end.

Item- 1 All Schedule items of DSR-2021

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 25 253.95 6348.75

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

20cm in depth, consolidating each

deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m.

2.27 Supplying and filling in plinth with sand cum 24 2161.2 51868.8

3 under floors, including watering, ramming,

consolidating and dressing complete.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Centering and shuttering including

4.3 strutting, propping etc. and removal of form

5 4.3.1 Foundations, footings, bases for columns Sqm 50 307.95 15397.5

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

III) 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, columns, pillars, piers,

abutments, posts and struts etc. above

plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and

reinforcement :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, Sqm 20 307.95 6159

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 36 766.55 27595.8

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 608.35 608.35 370089.72

bressumers and cantilevers

5.22S STEEL REINFORCEMENT

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 2950 89.65 264467.5

Fe-500D or more.

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:

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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

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 2.1 3086.1 6480.81

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 200 197.7 39540

plugs screws etc.

10.0 STEEL WORK

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 2000 142.3 284600

railings, brackets, gates and similar works

Providing & fixing glass panes with putty

10.30 and glazing clips in steel doors, windows,

clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes (weight not less Sqm 10.05 940.3 9450.02

than 10 kg/sqm)

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) :

12.0 ROOFING

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.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

12.50 Providing and fixing precoated galvanised Sqm 100 671.55 67155

iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel grade,

5-7 microns epoxy primer on both side of

the sheet and polyester top coat 15-18

microns. Sheet should have protective

guard film of 25 microns minimum to avoid

scratches during transportation and should

be supplied in single length upto 12 metre

or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with

EPDM seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and

shape wherever required.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.