Provision of Foot Over Bridge & Raising of Platform to High Level at Gumgaon station & Replacement of Foot Over Bridge at Kalmeshwar station of Nagpur Division under UMB 2024-25 in PH-53.

01-PART (A)(I): Provision of Foot Over Bridge at Gumgaon station of

02-PART (A)(II)((i): Provision of Foot Over Bridge at Gumgaon station of

03-PART (A)(II)((ii): Provision of Foot Over Bridge at Gumgaon station of

04-PART (A)(II)((iii): Provision of Foot Over Bridge at Gumgaon station of

05-PART (A)(II)((iv): Provision of Foot Over Bridge at Gumgaon station of

06-PART (A)(III)((i): Provision of Foot Over Bridge at Gumgaon station of

07-PART (A)(III)((ii): Provision of Foot Over Bridge at Gumgaon station of

08-PART (A)(III)((iii): Provision of Foot Over Bridge at Gumgaon station

09-PART (B) : Raising of Platforn No. 1/2 & 3 to High Level Platform

10-PART (C): Provision of Water stand - 8 nos at Gumgaon Station. 641244.03 Below/P

11-PART (D): Provision of COP & seating benches at Gumgaon station. 5806638.47 Below/P

12-PART (E): Proposed Construction of Toilet along with Divyangjan

13-PART (F)(I): Provision of 4m Wide Foot Over Bridge at Kalmeshwar

14-PART (F)(II)(i): Provision of 4m Wide Foot Over Bridge at Kalmeshwar

15-PART (F)(II)(ii): Provision of 4m Wide Foot Over Bridge at Kalmeshwar

16-PART (F)(II)(iii): Provision of 4m Wide Foot Over Bridge at

17-PART (F)(II)(iv): Provision of 4m Wide Foot Over Bridge at

18-PART (F)(III)(i): Provision of 4m Wide Foot Over Bridge at Kalmeshwar

19-PART (F)(III)(ii): Provision of 4m Wide Foot Over Bridge at

20-PART (F)(III)(iii): Provision of 4m Wide Foot Over Bridge at

Item Breakup - 01-PART (A)(I): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Item Breakup - 02-PART (A)(II)((i): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Item Breakup - 03-PART (A)(II)((ii): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Extra for 150mm dia. bore Rock/large Boulder at all levels Total 37170.40

Item Breakup - 04-PART (A)(II)((iii): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

On new girder during fabrication Total 293262.84

Item Breakup - 05-PART (A)(II)((iv): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Plate Girder/Composite Girder (Steel Work)

Extra for using steel conforming to Grade MT Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062

Deduct for using steel conforming to Quality MT " B R " instead of Q uality "B0" of Grade designation E250 as per IS:2062.

Supplying and fixing M.S. Angles 65mmx Kg 65mmx 8mm or any other size conforming to IS:2062 in the nosing of steps of stair cases of Foot Over Bridges including provision of 10mm dia, anchor bar 600mm c/c and fixing with main girder with M.S. flat, making anti-slip arrangements over the top of nosing as per approved scheme given by Engineer in charge with all material, labour, T&P as a complete job. Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

With epoxy concrete grouting.

Assembling and erecting pre-fabricated MT structures, such as columns, beams, girders, other members of FOBs and sheds; including leading all structural elements within 1 Km lead, bolting, riveting or welding as per approved drawing or as directed by Engineer In-charge. Rate shall include cost of labour, materials, tools & plants and only pre-fabricated structural elements shall be given by Railway. (Work not requiring traffic or power block). Total 7970755.74

Item Breakup - 06-PART (A)(III)((i): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Supplying, testing and welding with stud guns etc. of normal headed / round studs shear connections 25 mm Dia and 120 mm length confirming to IS 3935-66 as per specification of RDSO Drg. No. B 11753, 5251 & RDSO-B- 11757-1 along with ferrules on top flanges of girders for deck slabs, as per the direction/ approval of Engineer in charge. In case shear connections /studs of others sizes are required, then payment/ recovery on pro rate basis of weight shall be made. the rate is inclusive of all taxes, services charges, transportation, lead & lift, wastage etc. complete in all respect. Nothing extra shall be payable other than the rate quoted. Nothing extra shall be payable against any breakdown of machines. site facilities shall be provided by the contractor at site. The facility of required Electricity of 400/440 V power source K/380 KVA DG set, cable 400 A switch fuse, loading &unloading the machine from truck and to carry to site shall be done by the contractor. Total 162914.40

Item Breakup - 07-PART (A)(III)((ii): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Extra over a over item no. 041010 - 11 for MT launching girders under traffic block (Specification for this item will follow the specifications of USSOR-2019 vide item No.41010) Total 305088.55

Item Breakup - 08-PART (A)(III)((iii): Provision of Foot Over Bridge at Gumgaon station of Nagpur division.

Inspection of Structural steel fabrication of MT FOB' Total 153400.00 Schedule 09-PART (B) : Raising of Platforn No. 1/2 & 3 to High Level Platform along with Tactile

Pathway of Gumgaon Station.

Item- 01 DSR-2023

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including loading,

unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ cum 450 494.1 222345

malba/ similar unserviceable, dismantled or

waste material by mechanical transport

1 including loading, transporting, unloading to

approved municipal dumping ground for

lead upto 10 km for all lifts, complete as per

directions of Engineer-in-charge.

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5

2.6 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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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)

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)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken

floor etc., up to floor five level, excluding

the cost of centering, shuttering and

derived from natural sources : 6 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of form

5.9.2 Walls (any thickness) including attached Sqm 360 842.5 303300

6 pilasters, buttresses, plinth and string

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 945 10585.9 10003675.5

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

7 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

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Kg 73800 107.85 7959330

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

NAGPUR CR DIVISION-ENGINEERING/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

5.33 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

5.33.1 All works upto plinth level

cement content of 330 kg /cum

11.0 FLOORING

11.16S TILE FLOORING

Chequered precast cement concrete tiles

22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed with

11.20 pigment to match the shade of tiles,

including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement

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

10 11.20.3 Dark shade pigment using ordinary cement Sqm 2290 1119.5 2563655

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Dismantling tile work in floors and roofs laid

15.23 in cement mortar including stacking

material within 50 metres lead.

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub grade Sqm 6300 218.9 1379070

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 earth with lead upto 50 metres.

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix cum 711 9823.8 6984721.8

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed board

vibrator , vacuum dewatering process and

finally finished by floating, brooming with

wire brush etc. complete as per

specifications and directions of Engineer-in-

charge. (The panel shuttering work shall be

paid for separately).

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

16.76 Deduct for using of M-20 grade concrete cum 711 -203.8 -144901.8

18 instead of M-25 grade concrete in C.C.

16.90 Providing and laying tactile tile (for vision Sqm 405 2017.6 817128

impaired persons as per standards) of size

300x300x9.8mm having with water

absorption less than 0.5% and conforming

to IS:15622 of approved make in all colours

and shades in for outdoor floors such as

19 footpath, court yard, multi modals location

etc., laid on 20mm thick base of cement

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

shapes & patterns including grouting the

joints with white cement mixed with

matching pigments etc. complete as per

direction of Engineer-in-Charge.

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed

19.6 with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :

Schedule Schedule 10-PART (C): Provision of Water stand - 8 nos at Gumgaon Station.

Item- 01 DSR-2023

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

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken

floor etc., up to floor five level, excluding

the cost of centering, shuttering and

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.90 Providing and laying tactile tile (for vision Sqm 40 2017.6 80704

impaired persons as per standards) of size

300x300x9.8mm having with water

absorption less than 0.5% and conforming

to IS:15622 of approved make in all colours

and shades in for outdoor floors such as

2 footpath, court yard, multi modals location

etc., laid on 20mm thick base of cement

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

shapes & patterns including grouting the

joints with white cement mixed with

matching pigments etc. complete as per

direction of Engineer-in-Charge.

17.0 SANITARY INSTALLATIONS

17.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

17.7.11 Stainless Steel AISI-304(18/8) Wash basin Each 10 4149.75 41497.5

3 530x345 mm with single 15 mm C.P. brass

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

18.9 fittings This includes jointing of pipes &

fittings with one step CPVC solvent cement,

trenching, refilling & testing of joints

complete as per direction of Engineer in

Charge. External work

Schedule Schedule 11-PART (D): Provision of COP & seating benches at Gumgaon station.

Item- 01 DSR-2023

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5

2.6 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.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

derived from natural sources : 6 graded

stone aggregate 20 mm nominal size

derived from natural sources)

4.14S MISCELLANEOUS

Providing and laying in position ready

mixed or site batched design mix cement

concrete for plain cement concrete work;

using 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 and finishing as per direction of

the engineer-in-charge; for the following

grades of concrete.

4.20.1 All works upto plinth level :

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

cement content of 220 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

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 85 392.15 33332.75

etc. for mass concrete

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 700 107.85 75495

Fe-500D or more.

6.0 MASONRY WORK

6.1S General

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 :

8.0 CLADDING WORK

8.1S General

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 to

edges to give high gloss finish etc.

complete at all levels

Granite stone slab all colour and texture

except black, Cherry/Ruby red

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 7850 117.35 921197.5

with or without connecting plate, including

9 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

10.2 Structural steel work riveted, bolted or Kg 9200 133.7 1230040

welded in built up sections, trusses and

10 framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all complete.

10.20 Providing and fixing bolts including nuts Kg 550 159.35 87642.5

and washers complete.

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.

10.25.1 In stringers, treads, landings etc. of stair Kg 16500 123.6 2039400

12 cases, including use of chequered plate

wherever required, all complete

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

12.1S SHEET ROOFING

Providing and fixing 15 cm wide, 45 cm

overall semi-circular plain G.S. sheet gutter

with iron brackets 40x3mm size, bolts, nuts

and washers etc., including making

necessary connections with rain water

pipes complete.

12.7.1 0.80 mm thick with zinc coating not less Metre 75 1029.65 77223.75

12.11 Extra for providing and fixing wind ties of Metre 450 195.6 88020

40x 6 mm flat iron section.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zinc chromate Sqm 550 67.4 37070

17 primer of approved brand and manufacture

on steel galvanised iron/ steel works

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

23.0 RAIN WATER HARVESTING & TUBEWELLS

23.1S General

Supplying, assembling, lowering and fixing

in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 mild

steel screwed and socketed/plain ended

casing pipes of required dia, conforming to

IS: 4270, of reputed & approved make,

including painted with outside surface with

two coats of anticorrosive paint of approved

brand and manufacture, including required

hire & labour charges, fittings &

accessories, all complete, for all depths, as

per direction of Engineer-in-charge.

23.10.1 100 mm nominal size dia having minimum Metre 120 1359.25 163110

wall thickness 5.00 mm

26.0 NEW TECHNOLOGIES AND MATERIALS

26.1S General

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

26.6A Providing, erecting, laying and fixing in Sqm 75 6012.1 450907.5

position in 3.5 to 4 mm thick bamboo mat

corrugated sheet (BMCS) as per IS: 15476-

2004 in roofing with self drilling screws

20 along with EPDM washers complete or with

galvanized iron J or L hooks 8mm dia G.I.

plain and bitumen washers etc, all

complete as per direction of Engineer-in-

Schedule 12-PART (E): Proposed Construction of Toilet along with Divyangjan block at Gumgaon

Item- 01 DSR-2023

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5

2.6 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.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

derived from natural sources : 6 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 12 495.75 5949

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

cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone

aggregate 20mm nominal size derived from

natural sources).

5.0 REINFORCEMENT CEMENT CONCRETE

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 20 392.15 7843

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 12 842.5 10110

5 pilasters, buttresses, plinth and string

5.9.3 Suspended floors, roofs, landings, balconies Sqm 40 927.25 37090

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 50 736.4 36820

bressummers and cantilevers

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work ready to

use cut and bend rebars of approved make

5.22B from factory/workshop to construction site

including placing in position and binding all

complete upto plinth level.

5.22B.1 Thermo-Mechanically Treated bars of grade Kg 750 99.65 74737.5

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

NAGPUR CR DIVISION-ENGINEERING/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

5.33 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

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay modular

6.2 bricks of class designation 7.5 in foundation

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 :

7.0 STONE WORK

7.24S MISCELLANEOUS STONE WORK

Stone tile work for wall lining upto 10 m

height with special adhesive over 12 mm

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

3 coarse sand), including pointing in white

cement with an admixture of pigment to

match the stone shade.

8 mm thick (mirror polished and machine

8.0 CLADDING WORK

8.1S General

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 to

edges to give high gloss finish etc.

complete at all levels

Granite stone slab colour black,

Cherry/Ruby red

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 105 1267.95 133134.75

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

17 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

9.1S FRAMES AND TRUSSES

Providing and fixing panelled or panelled

and glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges

9.5 of required size with necessary screws,

excluding panelling which will be paid for

separately, all complete as per direction of

Engineer-in-charge.

9.5.1 Second class teak wood

9.70S STAINLESS STEEL FITTINGS

Providing and fixing IS : 12817 marked

9.70 stainless steel butt hinges with stainless

steel screws etc. complete :

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating

9.96 not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc. complete

Providing and fixing aluminium handles, ISI

marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868)

transparent or dyed to required colour or

shade, with necessary screws etc. complete

9.105S GYPSUM BOARD PARTITIONS

9.122 Providing and fixing to existing door frames.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

9.122.1 30 mm thick Glass Fibre Reinforced Plastic Sqm 8 3720.75 29766

(FRP) panelled door shutter of required

colour and approved brand and

manufacture, made with fire - retardant

grade unsaturated polyester resin, moulded

to 3 mm thick FRP laminate for forming

hollow rails and styles, with wooden frame

and suitable blocks of seasoned wood

inside at required places for fixing of

fittings, cast monolithically with 5 mm thick

FRP laminate for panels conforming to IS:

14856, including fixing to frames.

9.143 Providing and Fixing factory made uPVC Metre 20 623 12460

door frame, made of uPVC extruded

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 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

fasteners, all complete as per

manufacturer's specification and direction

of Engineer-in-charge.

10.0 STEEL WORK

10.1S General

Providing and fixing hand rail of approved

size by welding etc. to steel ladder railing,

10.26 balcony railing, staircase railing and similar

works, including applying priming coat of

approved steel primer.

10.28 Providing and fixing stainless steel ( Grade Kg 100 772.4 77240

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, including fixing

the railing with necessary accessories &

27 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

11.41S VITRIFIED FLOOR TILES

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 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., complete.

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

NAGPUR CR DIVISION-ENGINEERING/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 pipes.

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 :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris Sqm 45 262.7 11821.5

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 270 193.7 52299

33 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Sqm 10 170.7 1707

Surface Paint to give an even shade. Two or

more coat applied @ 0.90 ltr/10 sqm over

an under coat of primer applied @ 0.80

ltr/10 sqm of approved brand and

17.0 SANITARY INSTALLATIONS

17.1S General

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 2 6767.4 13534.8

35 pan of size 580x440 mm with integral type

Providing and fixing white vitreous china

flat back half stall urinal of size

580x380x350 mm with white PVC

automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe,

17.5 spreaders with unions and clamps (all in

C.P. brass) with waste fitting as per IS :

2556, C.I. trap with outlet grating and other

couplings in C.P. brass, including painting of

fittings and cutting and making good the

walls and floors wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. Each 2 12071.75 24143.5

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

17.7.2 White Vitreous China Wash basin size Each 2 2226.35 4452.7

37 630x450 mm with a single 15 mm C.P.

brass pillar tap

17.22A Providing and fixing CP Brass 32mm size Each 2 1034.8 2069.6

38 Bottle Trap of approved quality & make and

as per the direction of Engineer-in-charge.

17.22B Providing and fixing CP Brass Single lever Each 2 6940.75 13881.5

telephonic wall mixer of quality and make

as approved by Engineer in charge.(a) 15

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 :

shelf with edges round off, supported on

anodised aluminium angle frame with C.P.

brass brackets and guard rail complete

fixed with 40 mm long screws, rawl plugs

etc., complete.

17.34 Providing and fixing toilet paper holder :

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

17.73.2 600 mm long towel rail with total length of Each 2 708.95 1417.9

43 645 mm, width 78 mm and effective height

of 88 mm, weighing not less than 190 gms.

17.75 Providing and fixing PTMT 15 mm Urinal Each 2 107.2 214.4

spreader size 95x69x100 mm with1/2" BSP

thread and shapes, weighing not less than

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, and 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 )

18.15S BRASS FITTINGS

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Constructing masonry Chamber 90x90x100

cm inside, in brick work in cement mortar

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

valve, with C.I.surface box 100 mm top

diameter, 160 mm bottom diameter and

180 mm deep (inside) with chained lid and

RCC top slab 1:1.5:3 mix (1 cement : 1.5

coarse sand : 3 graded stone aggregate 20

mm nominal size ), including 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 Per Litre 1000 11 11000

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable

49 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

Providing and fixing C.P. brass stop cock

18.52 (concealed) of standard design and of

approved make conforming to IS:8931.

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.65 Providing and fixing PTMT soap Dish Holder Each 5 111.45 557.25

having length of 138mm, breadth 102mm,

52 height of 75mm with concealed fitting

arrangements, weighing not less than 106

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying cement concrete

1:5:10 (1 cement : 5 coarse sand :10

19.3 graded stone aggregate 40 mm nominal

size) up to haunches of S.W. pipes including

bed concrete as per standard design :

Constructing brick masonry manhole in

cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:1.5:3 mix

(1 cement : 1.5 coarse sand (zone-III) : 3

graded stone aggregate 20 mm nominal

size),foundation concrete 1:4:8 mix (1

cement : 4 coarse sand (zone-III) : 8 graded

stone aggregate 40 mm nominal size),

inside plastering 12 mm thick with cement

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

finished with floating coat of neat cement

and making channels in cement

concrete1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat

cement complete as per standard design :

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Inside size 120x90 cm and 90 cm deep

including C.I. cover with frame (medium

duty) 500 mm internal diameter, total

weight of cover and frame to be not less

than 116 kg (weight of cover 58 kg and

weight of frame 58 kg) :

modular) bricks of class designation 7.5

21.0 ALUMINIUM WORK

21.1S General

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 / panelling, C.P. brass / stainless

steel screws, all complete as per

architectural drawings and the directions of

Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

21.3 gasket etc. complete as per the

architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness Sqm 15 1505.25 22578.75

(weight not less than 12.50 kg/sqm)

Schedule 13-PART (F)(I): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over Nagpur

Item- 01 DSR-2023

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

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, cum 1300 283.98 369174

unloading & stacking for first 50 metres

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5

2.6 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.

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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-

Excavating trenches by mechanical/manual

means of required width for pipes, cables,

etc including excavation for sockets, and

dressing of sides, ramming of bottoms, for

all depth, including getting out the

2.10 excavated soil, and then returning the soil

as required, in layers not exceeding 20 cm

in depth, including consolidating each

deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

4 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. Metre 50 215.6 10780

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 200 352.15 70430

not exceeding 300 mm dia

2.25 Filling available excavated earth (excluding cum 250 196 49000

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20

cm in depth, consolidating each deposited

layer by ramming and watering, lead up to

50 and for all lift.

2.25A Excavating, supplying and filling of local cum 160 700.5 112080

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.

4.0 CONCRETE WORK

4.14S MISCELLANEOUS

Providing and laying in position ready

mixed or site batched design mix cement

concrete for plain cement concrete work;

using 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 and finishing as per direction of

the engineer-in-charge; for the following

grades of concrete.

4.20.1 All works upto plinth level :

cement content of 240 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

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 240 392.15 94116

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 700 927.25 649075

and access platform

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

5.9.5 Lintels, beams, plinth beams, girders, Sqm 55 736.4 40502

bressummers 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 13000 107.85 1402050

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 8000 107.85 862800

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

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

5.33 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

5.33.1 All works upto plinth level

cement content of 370 kg /cum

All works above plinth level upto floor V

cement content of 370 kg /cum

5.35 Add for using extra cement in the items of Quintal 40 733.5 29340

16 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation

7.5 in foundation and plinth in:

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed Kg 3500 117.35 410725

with or without connecting plate, including

18 cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

10.2 Structural steel work riveted, bolted or Kg 15000 133.7 2005500

welded in built up sections, trusses and

19 framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all complete.

NAGPUR CR DIVISION-ENGINEERING/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 etc.

10.16.3 Electric resistance or induction butt welded Kg 15000 194.4 2916000

10.20 Providing and fixing bolts including nuts Kg 1000 159.35 159350

and washers complete.

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.

10.25.1 In stringers, treads, landings etc. of stair Kg 8000 123.6 988800

22 cases, including use of chequered plate

wherever required, all complete

10.28 Providing and fixing stainless steel ( Grade Kg 13000 772.4 10041200

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, including fixing

the railing with necessary accessories &

23 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

11.16S TILE FLOORING

Chequered terrazzo tiles 22 mm thick with

graded marble chips of size up to 6 mm in

floors, jointed with neat cement slurry

11.19 mixed with pigment to match the shade of

the tiles, including rubbing and polishing

complete, on 20 mm thick bed of cement

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

24 11.19.1 Light shade pigment using white cement Sqm 250 1533.8 383450

11.41S VITRIFIED FLOOR TILES

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) thick base

11.55 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 850 3186.7 2708695

25 Cherry Red, Elite Brown, Cat Eye or

12.0 ROOFING

12.1S SHEET ROOFING

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Providing valleys of 90 cm wide overall in

plain G.S. sheet fixed with polymer coated J,

or L hooks, bolts and nuts 8 mm dia G.I.

limpet and bitumen washers complete :

12.5.1 1.60 mm thick with zinc coating not less Metre 60 1863.9 111834

12.37S RAIN WATER SPOUT AND PIPE

Providing lead caulked joints to sand cast

iron rain water pipes and fittings:

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.

12.42.1 Coupler

12.42.3 Single tee with door

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

12.50 Providing and fixing precoated galvanised Sqm 650 738.65 480122.5

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.

Providing and fixing precoated galvanised

steel sheet roofing accessories 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 using self

drilling/ self tapping screws complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Painting with aluminium paint of approved

13.63 brand and manufacture to give an even

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Painting (two or more coats) on rain water,

soil waste and vent pipes and fittings with

aluminium paint of approved brand and

manufacture over a priming coat of ready

mixed zinc chromate yellow primer on new

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

(including equivalent design mix)

Dismantling steel work in single sections

15.17 including dismembering and stacking within

50 metres lead in:

15.18 Dismantling steel work in built up sections Kg 2000 5.65 11300

in angles, tees, flats and channels including

39 all gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

15.20 Extra for dismantling trusses, rafters, kg per 10000 .85 8500

purlins etc. of steel work for every metre

additional span of one metre or part thereof span

beyond 10 metres

15.60 Disposal of building rubbish / malba / similar cum 1300 263.95 343135

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

16.49S MISCELLANEOUS

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

16.81 Providing and erecting 2.00 metre high Metre 300 3439.5 1031850

temporary barricading at site; each panel of

size 2.50mx2.00m made of 40x40x6mm

angle iron or 50x50x3mm hollow MS tube

posts/horizontal members/bracings covered

with 1.63mm thick MS sheet. The sheet

shall be fixed with 30x5mm MS flat by

suitable welding/riveting. The panels shall

be made so that gap of 50cm above the

ground is available making overall height as

2.5m. MS channel ISLC 75 @ 5.70 kg/m,

50cm long shall be provided at the bottom

having oval shaped holes of size 50x25mm

at both ends with 50cm long MS angle

40x40x6mm bracing. Suitable arrangement

shall be made to fix the barricading to avoid

from overturning by providing 250mm long

expansion fasteners at both ends. The work

shall be executed as per drawing/direction

of Engineer-in-Charge which includes

writing and painting, arrangement for traffic

diversion such as traffic signals during

construction at site for day and night, glow

lamps, reflective signs, marking, flags,

caution tape as directed by the Engineer-in-

Charge. The barricading provided shall be

retained in position at site continuously

including shifting of barricading from one

location to another location as many times

as required during the execution of the

entire work till its completion. Rate include

its maintenance for damages, painting, all

incidentals, labour materials, equipments

and works required to execute the job. The

barricading shall not be removed without

prior approval of Engineer-in-Charge..

16.90 Providing and laying tactile tile (for vision Sqm 126 2017.6 254217.6

impaired persons as per standards) of size

300x300x9.8mm having with water

absorption less than 0.5% and conforming

to IS:15622 of approved make in all colours

and shades in for outdoor floors such as

43 footpath, court yard, multi modals location

etc., laid on 20mm thick base of cement

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

shapes & patterns including grouting the

joints with white cement mixed with

matching pigments etc. complete as per

direction of Engineer-in-Charge.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 Sqm 1100 1525.6 1678160

mm thick galvanized steel deck sheet

confirming to IS 277:1992 used as

permanent shuttering over which MS wire

mesh 3mm laid at 100x100 mm grid

44 including edge trim covered with concrete.

This metal deck will be supported on

structural steel beam with shear studs.

(Structural steel like Beam, column, joists

etc. & concrete of different grade as per

design will be paid separately).

Schedule 14-PART (F)(II)(i): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 USSOR-2021

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Exploratory drilling of boreholes down to

required depth, drilling of 150mm dia.

boreholes in all type of soils except hard

rock & large boulders (boulder core more

than 30cm) including refilling, reinstating

surface and disposing off surplus material

including use of mechanical rigs with power

operated winches as well as

percussion/chiselling tool for advancing

through occasional seams of hard strata to

be employed, where necessary in Dry area.

Schedule 15-PART (F)(II)(ii): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 USSOR-2021

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

Rock/large Boulder at all levels

Schedule 16-PART (F)(II)(iii): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 USSOR-2021

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

Metallizing of steel work of girders with

sprayed aluminium after surface

preparation by Sand/grit blasting, followed

by one coat of etch primer (IS:5666) & one

coat of Zinc Chrome primer (IS:104) and

two coats of aluminium paint (IS:2339) with

all labour, T&P and material as a complete

job duly conforming to all relevant

specifications and process given under

Clause 39 of IRS-B1-2001. Note: Nominal

Thickness of sprayed Aluminium coating

shall be 150 microns. DFT of Zinc chrome

primer shall be 25-30 microns and DFT of

each coat of Aluminium paint shall be 12-14

Schedule 17-PART (F)(II)(iv): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 USSOR-2021

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

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

Supplying, fabrication, assembling of all

types of steel girders of specified spans

with structural steel conforming to Quality

"B0" Grade Designation E250 conforming to

IS:2062, erection / slewing / end launching

of steel girders with cranes or any other

approved launching methods as per site

conditions (not requiring traffic block) on

sub-structure including provision of trolley

refuges etc., complete as per approved QAP

and drawings conforming to IRS-B1-2001

and other relevant codes and specifications.

Note: 1. Detailed fabrication and erection

drawings & launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate is all

inclusive including launching in position,

complete in all respect except cost of (i)

Painting / Metalising; (ii) Bearings & (iii)

HSFG bolts which shall be paid extra under

relevant item. 3. The payment shall be

made on the theoretical weight of main

components and gusset plates only. 4.

Payment Schedule: (i) Receipt of material at

site: 40% (ii) Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv) Completion in

all respects: 20%

Girder/Composite Girder (Steel Work)

2 041013 Extra for using steel conforming to Grade MT 26.00 3612.43 93923.18

Designation E350 instead of Grade

Designation E250 of Quality "B0" as per IS:

3 041014 Deduct for using steel conforming to Quality MT 26.00 -3077.26 -80008.76

" B R " instead of Q uality "B0" of Grade

designation E250 as per IS:2062.

65mmx 8mm or any other size conforming

to IS:2062 in the nosing of steps of stair

cases of Foot Over Bridges including

provision of 10mm dia, anchor bar 600mm

c/c and fixing with main girder with M.S.

flat, making anti-slip arrangements over the

top of nosing as per approved scheme

given by Engineer in charge with all

material, labour, T&P as a complete job.

Providing and fixing various size HTS

holding down bolts conforming to relevant

Codes/Specification in concrete column or

in other structures with proper nuts, bolts,

washers/plates, grouting of holes with

cement or epoxy concrete with all material,

labour, T&P as a complete job.

6 041300 Assembling and erecting pre-fabricated MT 45.00 8948.67 402690.15

structures, such as columns, beams,

girders, other members of FOBs and sheds;

including leading all structural elements

within 1 Km lead, bolting, riveting or

welding as per approved drawing or as

directed by Engineer In-charge. Rate shall

include cost of labour, materials, tools &

plants and only pre-fabricated structural

elements shall be given by Railway. (Work

not requiring traffic or power block).

Schedule 18-PART (F)(III)(i): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 NS ITEM

NAGPUR CR DIVISION-ENGINEERING/CENTRAL RLY

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

1 01 Supplying, manufacturing, fabrication, Numbers 400.00 239.58 95832.00

testing and welding with stud guns etc. of

normal headed / round studs shear

connections 25 mm Dia and 120 mm length

confirming to IS 3935-66 as per

specification of RDSO Drg. No. B11753,

5251 & RDSO-B- 11757-1 along with

ferrules on top flanges of girders for deck

slabs, as per the direction/ approval of

Engineer in charge. In case shear

connections /studs of others sizes are

required, then payment/ recovery on pro

rate basis of weight shall be made. the rate

is inclusive of all taxes, services charges,

transportation, lead & lift, wastage etc.

complete in all respect. Nothing extra shall

be payable other than the rate quoted.

Nothing extra shall be payable against any

breakdown of machines. site facilities shall

be provided by the contractor at site. The

facility of required Electricity of 400/440 V

power source K/380 KVA DG set, cable 400

A switch fuse, loading &unloading the

machine from truck and to carry to site shall

be done by the contractor.

Schedule 19-PART (F)(III)(ii): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 NS ITEM

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

launching girders under traffic block

(Specification for this item will follow the

specifications of USSOR-2019 vide item

Schedule 20-PART (F)(III)(iii): Provision of 4m Wide Foot Over Bridge at Kalmeshwar Station over

Nagpur Division.

Item- 01 NS ITEM

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

1 01 Inspection of Structural steel fabrication of MT 28.00 2360.00 66080.00