(A) Pune-MRJ elimination of 12.20 m girders by precast PSC slabs (03bridges) (04 Spans) of PA-MRJ section. (Br. No. 25/3, 30/1 & 45/1) ) Project ID- 01.04.32.25.3.53.010. (B) Pune-MRJ elimination of 12.20 m girders by precast PSC slabs (04 bridges) (05 Spans) of PA-MRJ-KOP section. (Br. No. 86/2,246/2,1/1 & 1/2) ) Project ID-01.04.32.25.3.53.011.

A-Part-A MS General Items for the work of - Pune-MRJ elimination of Above/

A-Part-B MS Cement Items for the work of - Pune-MRJ elimination of Above/

A-Part-C MS Steel Items for the work of - Pune-MRJ elimination of 12.20 Above/

B-Part-A General Items for the work of - Pune-MRJ elimination of 12.20 Above/

B-Part-B Cement Items for the work of - Pune-MRJ elimination of 12.20 Above/

B-Part-C-Steel Items for the work of- Pune-MRJ elimination of 12.20 m

precast PSC slabs (03bridges) (04 Spans) of PA-MRJ-KOP section. (Br. No. 25/3, 30/1 & 45/1).

Item- 1 Part-A MS General Items USSOR 2021-3 Ver-1

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in filling in embankment, guide

bunds, around buried type abutments,

bridge gaps, trolley refuges, platforms etc.

with contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as applicable,

benching in existing banks wherever

required, spreading in layers with motor

grader, bringing the moisture content to

OMC, mechanical compaction to specified

density and dressing of bank to final profile

as per RDSO Specifications: RDSO/2020/GE:

IRS-0004 with latest correction slips. Note: 1)

Foundation preparation, Benching including

additional earthwork on account of this,

wherever required, shall be paid extra under

relevant schedule item for benching. 2)

Payment for Earthwork under this item shall

b e made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on

initial ground levels before doing benching

and (ii) final profile of the bank worked out

with final levels as per prevailing guidelines.

PUNE DIVISION-ENGG/CENTRAL RLY

Providing portable fencing along running

track where work is to be done in close

vicinity of track, maintaining during

execution of work and removing after

completion of the work as per direction of

the Engineer. Fencing shall consist of self

supporting steel angles of size 50mm x

50mm x 6mm, 1.5m long provided with

hooks etc. and embedded in CC 1:2:4 block

of size 0.23m x 0.23m x 0.23m placed at c/c

distance of 2m along track. 12mm dia rods

in three horizontal layers shall be tack

welded with angle posts. Note : Released

material will be property of the contractor

after completion of work. Cost of cement

required for CC blocks shall be paid

2 013041 With provision of one 50mm wide retro- Metre 350.00 198.40 69440.00

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual Means

for foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom,

getting out the excavated material, back

filling in layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types of

shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

Providing and laying in position machine

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the following

Reinforced cement concrete structural

elements up to height of 9.0 m from

foundation top level, including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

6 022055 Extra for every increase of 1m or part cum 89.00 64.10 5704.90

thereof in the height above 9.0 m

PUNE DIVISION-ENGG/CENTRAL RLY

7 022070 Providing and fixing Weep Holes in Metre 100.00 244.14 24414.00

Abutments, Wing walls and Return walls etc.,

of new bridges with 110mm dia UPVC pipe

Type A ISI marked with all contractor's men,

material, transportation, all taxes as per

specifications and as directed by Engineer-

8 025020 Providing and applying two coats of coal tar Sqm 300.00 157.51 47253.00

or bitumen confirming to IS:3117- latest

version on the top and sides of RCC

box/slabs @ 1.70 kg/sqm after cleaning the

surface with all labour and materials

complete job as directed by the Engineer.

Centering and shuttering including strutting,

propping etc. and removal of form for :

9 025031 All types of bridge sub-structures, e.g. pier, Sqm 900.00 329.00 296100.00

abutment, wing wall, retaining wall, RCC box

type foundations, Abutment cap, Pier Cap,

Inspection Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc. up to 5m

above ground level

10 025033 Extra for additional height over item no. Sqm 100.00 56.75 5675.00

025031 & 025032 wherever required with

adequate bracing, propping etc. over initial

height of 5 metres for every additional

height of 1 metre or part thereof.

Extra over 025040 for drilling of holes and

insertion of dowel bars in case of Jacketing

11 025051 Extra for drilling 32mm dia. holes for Metre 2000.00 79.14 158280.00

jacketing / anchoring

12 025052 Extra for inserting of dowel bars of specified Metre 2000.00 9.31 18620.00

dia. (cost of rods to be paid extra)

13 025060 Supplying, spreading and compacting well cum 70.00 1357.12 94998.40

graded hard stone of 63mm average size

(maximum up to 80mm size) in the bottom

of foundation of box culverts, bridges etc.

including all lead, lift, ascent, descent etc.

complete job as per directions of Engineer

Loading, transportation of Precast RCC

Girders / Slabs / Ballast retainers / Steel

Girders etc. from Casting Yard to Site of

Work, unloading and stacking at site of work

at prescribed location as directed by

Engineer-in-Charge up to 60 kms.

16 031180 Providing Flood Level Gauges on abutments Sqm 3.00 572.55 1717.65

and piers, made by 20mm thick 1:4 cement

plaster for a width of not less than 300mm,

duly engraving markings & figures in metres,

divided into 10 parts commencing from

under-side of girders towards bed, painting

markings & figures with black enamel paint

in three coats on white background including

painting HFL Mark in white by side of gauge

with year of occurrence with all Contractor's

materials, labour, tools, scaffolding and

supports, lead & lifts, curing etc. complete as

per approved drawing and as directed by the

Engineer in- charge excluding cost of cement

which shall be paid extra.

PUNE DIVISION-ENGG/CENTRAL RLY

17 031200 Applying Epoxy Poly-sulphate Paint three Sqm 550.00 282.50 155375.00

coats on existing bottom surface of deck

slab including cleaning surface of dirt, dust &

other foreign matter, sand papering, wire

brushing as required with all contractor's

materials tools, machinery, scaffolding, lead,

lifts etc. complete as per specifications and

as directed by Engineer in-charge

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.

18 041071 With Cement Grout. Cost of cement shall be Kg 4500.00 118.80 534600.00

Removing of existing bed plate from existing

bed block, supply, fabrication and erection of

new bed plate of approved sizes in exact

position over bed block of pier/abutments by

giving full and even bearing, setting them on

the layer of free flow non-shrinkable

grouting compound, scrapping or chipping of

bed block, if required, fabrication and fixing

of holding down HTS bolts of suitable sizes

along with nuts, washers etc., drilling holes

of required size, grouting of holes by epoxy

mortar after fixing holding down bolts. Total

work to be done during traffic block. Cost of

holding down HTS bolts shall be paid extra

under relevant item for supply of HTS

holding down bolts.

Launching in position, by any approved

method, pre-fabricated Steel Girders,

precast PSC girders/slabs, casted at casting

bed developed at site, to correct alignment

and level over the bed block / pedestal with

all required arrangements, complete in all

Delaunching of all types of Steel girders, PSC

girders/Slabs and stacking away from river

stream or passage as directed by Engineer

in charge with all labour, tools and plant,

equipment etc., complete.

22 051010 Providing and laying boulders apron on river cum 550.00 1560.85 858467.50

bed for protection against scour with stone

boulders weighing not less than 35 kg each

with voids filled with spalls complete as per

drawing and Technical Specification.

23 051070 Providing and laying Pitching with Stone cum 550.00 2508.64 1379752.00

Boulders, weighing not less than 35kg each

with voids filled with cement sand mortar 1:4

on slopes laid over prepared filter media

including boulder apron laid dry in front of

toe of embankment complete as per drawing

and Technical Specifications (filter media to

be paid separately under the relevant item).

Rate is excluding cost of cement which shall

be paid extra under relevant item.

24 051080 Providing and laying Filter Material as per cum 550.00 2463.29 1354809.50

RDSO Specifications underneath pitching in

slopes complete as per drawing and

Technical Specification.

PUNE DIVISION-ENGG/CENTRAL RLY

25 052060 Providing and inserting nipples of size 12 to Each 1200.00 67.62 81144.00

20 mm dia. with approved fixing compound

after drilling holes for grouting as per

Technical Specifications including

subsequent cutting/removal and sealing of

the hole as necessary after completion of

26 052150 Providing and laying of filter media cum 100.00 1270.88 127088.00

consisting of granular materials of GW, GP,

SW groups as per IS:1498 (latest) in required

profile behind boulder filling of abutments,

wing walls / return walls etc. above bed level

with all labour and material complete job as

per drawing and technical specification of

RDSO Guidelines.

27 052200 Painting the HFL mark and Danger level Each 3.00 99.41 298.23

mark, year of HFL on bridge abutments and

piers with ready mixed paint as per standard

in two coats over one coat of primer with all

materials, labour, tools, scaffolding, all lead

and lift etc. including writing complete.

28 052210 Providing cast in situ bridge number plaques Each 3.00 375.22 1125.66

as per Railway drawing in cement concrete

1:2:4 mix using 20mm hard stone aggregate

embedded in 30mm notch in Bridge parapet

coping duly engraving the letter and figures

and an arrow indicating the direction of flow

and finishing the top exposed surface with

cement mortar 1:3, painting letters and

figures with two coats of black enamel paint

on two coats of white background with all

labour, tools, cement, paint etc. with all

leads and lifts.

29 052250 Providing Boulder Backing behind wing wall, cum 80.00 166.97 13357.60

return wall, retaining wall with hand packed

boulders & cobbles with smaller size

boulders toward the back including all lead,

lift, labour & other incidental charges as

complete work in all respect. Payment for

boulder/cobbles will be done extra.

30 052260 Dewatering of natural or accumulated water HP 300.00 14.42 4326.00

from any location. Payment to be done for Hour

Horse power of pump multiplied by pumping

Schedule A-Part-C MS Steel Items for the work of - Pune-MRJ elimination of 12.20 m girders by

Schedule precast PSC slabs (03bridges) (04 Spans) of PA-MRJ-KOP section. (Br. No. 25/3, 30/1 & 45/1). (Item

Directory -CR-HQ-IR-USSOR 2021-3-Ver-1)

Item- 3 Part-C MS Steel Items of USSOR 2021-3-Ver-1

S No. Item Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

1 025082 Thermo-Mechanically Treated bars of grade Kg 100000.00 88.90 8890000.00

Fe-500D or more of approved brands/makes.

PUNE DIVISION-ENGG/CENTRAL RLY

2 031040 Providing, fabricating & fixing in position to MT 9.00 154143.12 1387288.08

exact design profiles, H.T.S. cables of all

classification made from Low Relaxation

strands conforming to IS:14268- latest

version in Prestressed (Post-tensioned)

Concrete girders/slabs etc. including

supplying, cutting, making into cables with

necessary spacers, colour coding, protecting

with water soluble oil at all time, anchoring

of cables, supplying and placing spiral

corrugated type galvanized metal steel

ducts sheathing made up of Cold Rolled Cold

Annealed (CRCA) mild steel conforming to

IS:513 of required diameter/ thickness, vent

pipe, placing, bending, routing, fixing,

stressing & grouting of cable ducts with

cement grout, Anchorage sets in required

number with provision for future

prestressing if any including all lead and lift

with contractor's own materials, labour,

equipments etc. complete as per drawings &

specifications. Rate also includes covering

anchorage pads with epoxy mortar of

approved quality to avoid corrosion. Cement

for grouting to be paid separately. Payment

shall be made in terms of weight of HTS

cables as per drawing.

3 031060 Extra for using HDPE sheathing in place of Metre 240.00 34.96 8390.40

Schedule A-Part-B MS Cement Items for the work of - Pune-MRJ elimination of 12.20 m girders by

precast PSC slabs (03bridges) (04 Spans) of PA-MRJ-KOP section. (Br. No. 25/3, 30/1 & 45/1).

Item- 2 Part-B MS Cement Items of USSOR 2021-3 Ver-1

S No. Item Description of Item Unit Qty Rate Amount

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

miscellaneous works like side drains,

foundation for OHE masts and other

miscellaneous structures excluding the cost

of Cement, centering and shuttering - All

work up to plinth level :

graded stone aggregate 20 mm nominal

2 022040 Providing and laying in position machine cum 330.00 2536.39 837008.70

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality in RCC raft

foundation & Pile cap including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

PUNE DIVISION-ENGG/CENTRAL RLY

Providing and laying in position machine

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the following

Reinforced cement concrete structural

elements up to height of 9.0 m from

foundation top level, including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

4 022054 Approach slab at formation level, Dirt wall/ cum 350.00 2568.45 898957.50

ballast wall at formation level

5 025040 Providing and laying in position machine cum 350.00 2711.15 948902.50

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site using

20mm graded crushed stone aggregate and

coarse sand of approved quality in jacketing

of piers and abutments from bottom of

foundation up to a height of 10m for

designed thickness of jacketing including

finishing, using Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability complete as per specifications and

direction of the Engineer in charge. Note: 1.

Payment for cement, reinforcement and

shuttering shall be paid extra under relevant

item. 2. Plasticizer shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticisers at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

Supply and using Cement at Worksite

approved brands/makes

PUNE DIVISION-ENGG/CENTRAL RLY

7 031020 Providing and launching in position machine cum 250.00 2536.39 634097.50

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the Precast

Prestressed (Post-tensioned) Concrete

Girder/Box Girders/Slabs in contactor's

casting yard in the vicinity of worksite,

including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing

strength and durability, complete as per

drawings, specifications and direction of the

Engineer. Note: 1. Payment for Shuttering,

Cement, Reinforcement, HTS cables,

Sheathing, Anchorage Cones, stressing of

cables, grouting of the ducts and launching

of girder/slab in position shall be made extra

under relevant items. However, deduction

shall be made in case of slab as per relevant

item. 2. For pre-cast item, loading in

transport vehicle in casting yard is included

and shall not be paid extra. 3. Plasticiser

shall invariably be used in approved

proportion to increase workability with

minimum possible quantity of cement for all

grade of Design Mix Concrete unless it is

specifically approved citing reasons at the

stage of Mix Design and in that case

deduction shall be made as per relevant

8 031080 Supplying and laying in position specified cum 100.00 2536.39 253639.00

grade precast prestressed cement concrete

ballast retainers of size, as directed by

Engineer In-charge. Payment for Shuttering,

Cement, reinforcement, HTS cables,

anchorage cones, stressing of cables and

grouting of the ducts will be done extra.

9 052010 Providing and laying flooring with rubble cum 130.00 2373.23 308519.90

stone, laid over 15cm thick CC 1:2:4 and the

voids filled with CC 1:2:4 complete with the

joints pointed with 1:2 Cement Sand mortar

as per drawing and Technical specifications.

Payment for cement to be done separately.

Voids in the rubble stone to be taken as 35%

of the gross volume of the stone layer. Note:

Base concrete shall be paid extra under

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through

nipples complete as per Technical

Specification and procedure given in IRBM

Para No 209 including necessary admixture.

Payment shall be as per use of cement by

weight in case of neat cement/cement

mortar grouting and weight of Epoxy in case

of Epoxy Grouting. (Cement will be paid

10 052071 Neat Cement Grout with 20% anti shrinkage Kg 6000.00 127.23 763380.00

compound w.r.t. cement.

Schedule B-Part-B Cement Items for the work of - Pune-MRJ elimination of 12.20 m girders by

Schedule precast PSC slabs (04 bridges) (05 Spans) of PA-MRJ-KOP section. (Br. No. 86/2,246/2,1/1 & 1/2) )

Item- 2 Part-B MS Cement Items of USSOR 2021-3 Ver-1

PUNE DIVISION-ENGG/CENTRAL RLY

S No. Item Description of Item Unit Qty Rate Amount

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

miscellaneous works like side drains,

foundation for OHE masts and other

miscellaneous structures excluding the cost

of Cement, centering and shuttering - All

work up to plinth level :

graded stone aggregate 20 mm nominal

2 022040 Providing and laying in position machine cum 360.00 2536.39 913100.40

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality in RCC raft

foundation & Pile cap including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

Providing and laying in position machine

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the following

Reinforced cement concrete structural

elements up to height of 9.0 m from

foundation top level, including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

4 022054 Approach slab at formation level, Dirt wall/ cum 400.00 2568.45 1027380.00

ballast wall at formation level

PUNE DIVISION-ENGG/CENTRAL RLY

5 025040 Providing and laying in position machine cum 400.00 2711.15 1084460.00

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site using

20mm graded crushed stone aggregate and

coarse sand of approved quality in jacketing

of piers and abutments from bottom of

foundation up to a height of 10m for

designed thickness of jacketing including

finishing, using Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability complete as per specifications and

direction of the Engineer in charge. Note: 1.

Payment for cement, reinforcement and

shuttering shall be paid extra under relevant

item. 2. Plasticizer shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticisers at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

Supply and using Cement at Worksite

6 025072 Ordinary Portland Cement 53 grade of MT 630.00 8100.61 5103384.30

approved brands/makes

7 031020 Providing and launching in position machine cum 187.50 2536.39 475573.13

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the Precast

Prestressed (Post-tensioned) Concrete

Girder/Box Girders/Slabs in contactor's

casting yard in the vicinity of worksite,

including finishing, using Plasticiser in

approved proportions (as per IS:9103), to

modify workability without impairing

strength and durability, complete as per

drawings, specifications and direction of the

Engineer. Note: 1. Payment for Shuttering,

Cement, Reinforcement, HTS cables,

Sheathing, Anchorage Cones, stressing of

cables, grouting of the ducts and launching

of girder/slab in position shall be made extra

under relevant items. However, deduction

shall be made in case of slab as per relevant

item. 2. For pre-cast item, loading in

transport vehicle in casting yard is included

and shall not be paid extra. 3. Plasticiser

shall invariably be used in approved

proportion to increase workability with

minimum possible quantity of cement for all

grade of Design Mix Concrete unless it is

specifically approved citing reasons at the

stage of Mix Design and in that case

deduction shall be made as per relevant

8 031080 Supplying and laying in position specified cum 87.75 2536.39 222568.22

grade precast prestressed cement concrete

ballast retainers of size, as directed by

Engineer In-charge. Payment for Shuttering,

Cement, reinforcement, HTS cables,

anchorage cones, stressing of cables and

grouting of the ducts will be done extra.

PUNE DIVISION-ENGG/CENTRAL RLY

9 052010 Providing and laying flooring with rubble cum 112.50 2373.23 266988.38

stone, laid over 15cm thick CC 1:2:4 and the

voids filled with CC 1:2:4 complete with the

joints pointed with 1:2 Cement Sand mortar

as per drawing and Technical specifications.

Payment for cement to be done separately.

Voids in the rubble stone to be taken as 35%

of the gross volume of the stone layer. Note:

Base concrete shall be paid extra under

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through

nipples complete as per Technical

Specification and procedure given in IRBM

Para No 209 including necessary admixture.

Payment shall be as per use of cement by

weight in case of neat cement/cement

mortar grouting and weight of Epoxy in case

of Epoxy Grouting. (Cement will be paid

10 052071 Neat Cement Grout with 20% anti shrinkage Kg 16000.00 127.23 2035680.00

compound w.r.t. cement.

Schedule B-Part-C-Steel Items for the work of- Pune-MRJ elimination of 12.20 m girders by precast

Schedule PSC slabs (04 bridges) (05 Spans) of PA-MRJ-KOP section. (Br. No. 86/2,246/2,1/1 & 1/2) ) Project ID-

01.04.32.25.3.53.011. (Item Directory -CR-HQ-IR-USSOR 2021-3-Ver-1)

Item- 3 Part-C MS Steel Items of USSOR 2021-3-Ver-1

S No. Item Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

1 025082 Thermo-Mechanically Treated bars of grade Kg 152000.00 88.90 13512800.00

Fe-500D or more of approved brands/makes.

2 031040 Providing, fabricating & fixing in position to MT 10.00 154143.12 1541431.20

exact design profiles, H.T.S. cables of all

classification made from Low Relaxation

strands conforming to IS:14268- latest

version in Prestressed (Post-tensioned)

Concrete girders/slabs etc. including

supplying, cutting, making into cables with

necessary spacers, colour coding, protecting

with water soluble oil at all time, anchoring

of cables, supplying and placing spiral

corrugated type galvanized metal steel

ducts sheathing made up of Cold Rolled Cold

Annealed (CRCA) mild steel conforming to

IS:513 of required diameter/ thickness, vent

pipe, placing, bending, routing, fixing,

stressing & grouting of cable ducts with

cement grout, Anchorage sets in required

number with provision for future

prestressing if any including all lead and lift

with contractor's own materials, labour,

equipments etc. complete as per drawings &

specifications. Rate also includes covering

anchorage pads with epoxy mortar of

approved quality to avoid corrosion. Cement

for grouting to be paid separately. Payment

shall be made in terms of weight of HTS

cables as per drawing.

3 031060 Extra for using HDPE sheathing in place of Metre 240.00 34.96 8390.40

Schedule B-Part-A General Items for the work of - Pune-MRJ elimination of 12.20 m girders by

Schedule precast PSC slabs (04 bridges) (05 Spans) of PA-MRJ-KOP section. (Br. No. 86/2,246/2,1/1 & 1/2) )

PUNE DIVISION-ENGG/CENTRAL RLY

Item- 1 Part-A MS General Items USSOR 2021-3 Ver-1

S No. Item Description of Item Unit Qty Rate Amount

Earthwork in filling in embankment, guide

bunds, around buried type abutments,

bridge gaps, trolley refuges, platforms etc.

with contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as applicable,

benching in existing banks wherever

required, spreading in layers with motor

grader, bringing the moisture content to

OMC, mechanical compaction to specified

density and dressing of bank to final profile

as per RDSO Specifications: RDSO/2020/GE:

IRS-0004 with latest correction slips. Note: 1)

Foundation preparation, Benching including

additional earthwork on account of this,

wherever required, shall be paid extra under

relevant schedule item for benching. 2)

Payment for Earthwork under this item shall

b e made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on

initial ground levels before doing benching

and (ii) final profile of the bank worked out

with final levels as per prevailing guidelines.

Providing portable fencing along running

track where work is to be done in close

vicinity of track, maintaining during

execution of work and removing after

completion of the work as per direction of

the Engineer. Fencing shall consist of self

supporting steel angles of size 50mm x

50mm x 6mm, 1.5m long provided with

hooks etc. and embedded in CC 1:2:4 block

of size 0.23m x 0.23m x 0.23m placed at c/c

distance of 2m along track. 12mm dia rods

in three horizontal layers shall be tack

welded with angle posts. Note : Released

material will be property of the contractor

after completion of work. Cost of cement

required for CC blocks shall be paid

2 013041 With provision of one 50mm wide retro- Metre 465.00 198.40 92256.00

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

Earthwork in excavation by mechanical

means (Hydraulic Excavator)/Manual Means

for foundations and floors of the bridges,

retaining walls etc. including setting out,

dressing of sides, ramming of bottom,

getting out the excavated material, back

filling in layers with approved material and

consolidation of the layers by ramming and

watering etc. including all lift, disposal of

surplus soil up to a lead of 300m, all types of

shoring and strutting with all labour and

material complete as per drawing and

technical specification as directed by

Engineer in charge. Note: This item will be

used for excavation work in connection with

other miscellaneous works also like side

drains, foundation for OHE masts and other

miscellaneous structures in connection with

Gauge Conversion, Doubling, New lines.

PUNE DIVISION-ENGG/CENTRAL RLY

Providing and laying in position machine

batched, machine mixed and machine

vibrated Cement Concrete of specified grade

as per approved Design Mix (mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants) using 20mm

graded crushed stone aggregate and coarse

sand of approved quality for the following

Reinforced cement concrete structural

elements up to height of 9.0 m from

foundation top level, including finishing,

using Plasticiser in approved proportions (as

per IS:9103), to modify workability without

impairing strength and durability complete

as per specifications and direction of the

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering shall

be made extra under relevant item. 2.

Plasticiser shall invariably be used in

approved proportion to increase workability

with minimum possible quantity of cement

for all grade of Design Mix Concrete unless it

is specifically approved citing reasons for not

using plasticiser at the stage of Mix Design

and in that case deduction shall be made as

per relevant item.

6 022055 Extra for every increase of 1m or part cum 112.50 64.10 7211.25

thereof in the height above 9.0 m

7 022070 Providing and fixing Weep Holes in Metre 225.00 244.14 54931.50

Abutments, Wing walls and Return walls etc.,

of new bridges with 110mm dia UPVC pipe

Type A ISI marked with all contractor's men,

material, transportation, all taxes as per

specifications and as directed by Engineer-

8 025020 Providing and applying two coats of coal tar Sqm 450.00 157.51 70879.50

or bitumen confirming to IS:3117- latest

version on the top and sides of RCC

box/slabs @ 1.70 kg/sqm after cleaning the

surface with all labour and materials

complete job as directed by the Engineer.

Centering and shuttering including strutting,

propping etc. and removal of form for :

9 025031 All types of bridge sub-structures, e.g. pier, Sqm 1200.00 329.00 394800.00

abutment, wing wall, retaining wall, RCC box

type foundations, Abutment cap, Pier Cap,

Inspection Platform & Pedestal over Pier cap,

Fender wall, Diaphragm wall etc. up to 5m

above ground level

10 025033 Extra for additional height over item no. Sqm 225.00 56.75 12768.75

025031 & 025032 wherever required with

adequate bracing, propping etc. over initial

height of 5 metres for every additional

height of 1 metre or part thereof.

Extra over 025040 for drilling of holes and

insertion of dowel bars in case of Jacketing

11 025051 Extra for drilling 32mm dia. holes for Metre 2850.00 79.14 225549.00

jacketing / anchoring

12 025052 Extra for inserting of dowel bars of specified Metre 2850.00 9.31 26533.50

dia. (cost of rods to be paid extra)

13 025060 Supplying, spreading and compacting well cum 100.00 1357.12 135712.00

graded hard stone of 63mm average size

(maximum up to 80mm size) in the bottom

of foundation of box culverts, bridges etc.

including all lead, lift, ascent, descent etc.

complete job as per directions of Engineer

PUNE DIVISION-ENGG/CENTRAL RLY

Loading, transportation of Precast RCC

Girders / Slabs / Ballast retainers / Steel

Girders etc. from Casting Yard to Site of

Work, unloading and stacking at site of work

at prescribed location as directed by

Engineer-in-Charge up to 60 kms.

16 031180 Providing Flood Level Gauges on abutments Sqm 4.00 572.55 2290.20

and piers, made by 20mm thick 1:4 cement

plaster for a width of not less than 300mm,

duly engraving markings & figures in metres,

divided into 10 parts commencing from

under-side of girders towards bed, painting

markings & figures with black enamel paint

in three coats on white background including

painting HFL Mark in white by side of gauge

with year of occurrence with all Contractor's

materials, labour, tools, scaffolding and

supports, lead & lifts, curing etc. complete as

per approved drawing and as directed by the

Engineer in- charge excluding cost of cement

which shall be paid extra.

17 031200 Applying Epoxy Poly-sulphate Paint three Sqm 1125.00 282.50 317812.50

coats on existing bottom surface of deck

slab including cleaning surface of dirt, dust &

other foreign matter, sand papering, wire

brushing as required with all contractor's

materials tools, machinery, scaffolding, lead,

lifts etc. complete as per specifications and

as directed by Engineer in-charge

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.

18 041071 With Cement Grout. Cost of cement shall be Kg 6300.00 118.80 748440.00

Removing of existing bed plate from existing

bed block, supply, fabrication and erection of

new bed plate of approved sizes in exact

position over bed block of pier/abutments by

giving full and even bearing, setting them on

the layer of free flow non-shrinkable

grouting compound, scrapping or chipping of

bed block, if required, fabrication and fixing

of holding down HTS bolts of suitable sizes

along with nuts, washers etc., drilling holes

of required size, grouting of holes by epoxy

mortar after fixing holding down bolts. Total

work to be done during traffic block. Cost of

holding down HTS bolts shall be paid extra

under relevant item for supply of HTS

holding down bolts.

Launching in position, by any approved

method, pre-fabricated Steel Girders,

precast PSC girders/slabs, casted at casting

bed developed at site, to correct alignment

and level over the bed block / pedestal with

all required arrangements, complete in all

PUNE DIVISION-ENGG/CENTRAL RLY

Delaunching of all types of Steel girders, PSC

girders/Slabs and stacking away from river

stream or passage as directed by Engineer

in charge with all labour, tools and plant,

equipment etc., complete.

22 051010 Providing and laying boulders apron on river cum 400.00 1560.85 624340.00

bed for protection against scour with stone

boulders weighing not less than 35 kg each

with voids filled with spalls complete as per

drawing and Technical Specification.

23 051070 Providing and laying Pitching with Stone cum 400.00 2508.64 1003456.00

Boulders, weighing not less than 35kg each

with voids filled with cement sand mortar 1:4

on slopes laid over prepared filter media

including boulder apron laid dry in front of

toe of embankment complete as per drawing

and Technical Specifications (filter media to

be paid separately under the relevant item).

Rate is excluding cost of cement which shall

be paid extra under relevant item.

24 051080 Providing and laying Filter Material as per cum 400.00 2463.29 985316.00

RDSO Specifications underneath pitching in

slopes complete as per drawing and

Technical Specification.

25 052060 Providing and inserting nipples of size 12 to Each 1500.00 67.62 101430.00

20 mm dia. with approved fixing compound

after drilling holes for grouting as per

Technical Specifications including

subsequent cutting/removal and sealing of

the hole as necessary after completion of

26 052150 Providing and laying of filter media cum 112.50 1270.88 142974.00

consisting of granular materials of GW, GP,

SW groups as per IS:1498 (latest) in required

profile behind boulder filling of abutments,

wing walls / return walls etc. above bed level

with all labour and material complete job as

per drawing and technical specification of

RDSO Guidelines.

27 052200 Painting the HFL mark and Danger level Each 4.00 99.41 397.64

mark, year of HFL on bridge abutments and

piers with ready mixed paint as per standard

in two coats over one coat of primer with all

materials, labour, tools, scaffolding, all lead

and lift etc. including writing complete.

28 052210 Providing cast in situ bridge number plaques Each 4.00 375.22 1500.88

as per Railway drawing in cement concrete

1:2:4 mix using 20mm hard stone aggregate

embedded in 30mm notch in Bridge parapet

coping duly engraving the letter and figures

and an arrow indicating the direction of flow

and finishing the top exposed surface with

cement mortar 1:3, painting letters and

figures with two coats of black enamel paint

on two coats of white background with all

labour, tools, cement, paint etc. with all

leads and lifts.

29 052250 Providing Boulder Backing behind wing wall, cum 112.50 166.97 18784.13

return wall, retaining wall with hand packed

boulders & cobbles with smaller size

boulders toward the back including all lead,

lift, labour & other incidental charges as

complete work in all respect. Payment for

boulder/cobbles will be done extra.

30 052260 Dewatering of natural or accumulated water HP 450.00 14.42 6489.00

from any location. Payment to be done for Hour

Horse power of pump multiplied by pumping

PUNE DIVISION-ENGG/CENTRAL RLY