Supply, replacement & fixing of HSFG Bolts at various Bridges, through/patch painting, greasing, replacement of cracked/ corroded members & epoxy grouting under the jurisdiction of SSE/Bridge/Shahdol in Bilaspur Division.

A-Execution of all works connected with above work covered under Above/

B-Execution of all works connected with above work covered under item

C-Execution of all works connected with above work covered under item

D-Execution of all works connected with above work covered under item

E-Execution of all works connected with above work covered under

S.E.C.Railway except covered under item No.041020, 041080 and 195044 of USSOR-2021

Item- 1 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

Surface preparation of steel work of bridge

plate/composite girders by cleaning with

scrappers and/or wire brushes to remove all

rust and loose or perished paint to prepare

perfectly clean & dry bare metal surface free

from all dirt/foreign material & ready for initial

coat of paint for new or existing steel girders.

Rate includes cost of labour, consumables,

brushes, tools & plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging etc.

Surface preparation of steel work of bridge

triangulated girders by cleaning with scrappers

and/or wire brushes to remove all rust and

loose or perished paint to prepare perfectly

clean & dry bare metal surface free from all

dirt/foreign material & ready for initial coat of

paint. Rate includes cost of labour,

consumables, brushes, misc. tools and plants,

ladders, scaffoldings, jhoola, hanging

scaffolding, staging etc.

3 041240 Surface preparation for painting of bridge Sqm 11475.00 26.49 303972.75

plate/composite girders and other steel

structures where the finishing coat shows signs

of deterioration; but primer coat of paint is

sufficiently in good condition and there are no

signs of rusting etc. Surface shall be cleaned

free from oil grease, scaling and other foreign

matters without disturbing the primer coat

{Rate includes cost of labour, consumables,

tools & plants, scaffolding, jhoola, ladder etc.}

4 041250 Surface preparation for painting of bridge Sqm 9000.00 39.74 357660.00

Triangulated girders where the finishing coat

shows signs of deterioration; but primer coat of

paint is sufficiently in good condition and there

are no signs of rusting etc. Surface shall be

cleaned free from oil grease, scaling and other

foreign matters without disturbing the primer

Painting of cleaned plate/composite bridge

girde rs including all scaffolding along with

provision of Jhoola / hanging scaffolding ladders

etc. where required.

conforming to IS:104 with DFT of 25-30 Microns

followed by one coat of Zinc Chromate red

oxide conforming to IS:2074 DFT of 25 Microns

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

6 041263 With two coats of Aluminium paint in dual Sqm 16475.00 96.70 1593132.50

containers conforming to IS:2339 with DFT of

15 - 20 Microns for each coat.

Painting cleaned triangulated bridge girders

including all scaffolding, along with provision of

Jhoola / hanging scaffolding ladder where

7 041271 With one coat ready mix Zinc Chromate Sqm 1000.00 113.63 113630.00

conforming to IS:104 with DFT of 25-30 Microns

followed by one coat of Zinc Chrome red oxide

conforming to IS:2074 with DFT of 25 Microns.

8 041273 With two coats Aluminium paint in dual Sqm 10000.00 114.72 1147200.00

containers conforming to IS:2339 with DFT of

15 - 20 Microns for each coat.

Cleaning and greasing of free end and fixed

end of steel girder Bridge bearings with Grease

Graphite, Kerosene oil and other materials as

per Para 222 of Indian Railway Bridge Manual

1998 with painting of Bearing as per

requirement complete as directed by engineer

in-charge. Note: One unit shall consists of all

bearing of one girder.

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 extra).

Schedule B-Execution of all works connected with above work covered under item No.041020 only

Item- 2 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

1 041020 Supplying and fixing HSFG bolts of any dia and Kg 20817.50 194.42 4047338.35

any length with suitable nuts including DTI

washers conforming to IRS-B1-2001 for bridges

a n d steel structures with contractors labour,

tools and plants and lead and lift etc.,

Schedule C-Execution of all works connected with above work covered under item No.041080 only

Item- 3 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

SECR HQ-ENGG/SOUTH EAST CENTRAL RLY

1 041080 Supplying, Fabricating and fixing access MT 3.00 102400.15 307200.45

ladders, inspection platforms, Trolley refuges

etc., on bridges with structural steel conforming

to IS:2062 including welding / bolting, priming

painting with one coat of ready mixed paint of

Zinc Chromate (IS:104) with DFT of 25-30

microns followed by one coat of Zinc Chrome

Red Oxide (IS:2074) with DFT of 25 microns

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

Note: Painting shall be paid separately under

Schedule D-Execution of all works connected with above work covered under item No.195044 only

Item- 4 USSOR-2021

S No. Item Description of Item Unit Qty Rate Amount

Supplying & fixing of Anti-Skid MS / Stainless

Steel chequered plates on un- ballasted deck

bridge as per approved drawings, with

matching grade stainless steel fasteners as

directed by Engineer-in- Charge, on new bridge

or replacement of existing chequered plates on

old bridge including removal of old chequered

plates and stacking near approaches of bridge,

clear from all infringement. Note: Joints of

chequered plates shall not fall in between

1 195044 Fixing Anti-Skid Stainless Steel chequered plate Kg 4000.00 227.57 910280.00

conforming to latest IS: 6911, ISS Symbol 409

M, minimum 6mm thick (excluding bead height)

with flat bottom and top pattern conforming to

IS: 3502, 1A with bead height of minimum

0.8mm as per RDSO drawings, including

removal of existing chequered plates on

existing Bridges. NOTE: Payment shall be made

only as per weight of new chequered plate

Schedule Schedule E-Execution of all works connected with above work covered under Schedule-E

Item- 5 N.S Items

S No. Item Description of Item Unit Qty Rate Amount

1 1 Supply of Red oxide Zinc chromate primer Litre 100.00 120.00 12000.00

confirming to IS:2074