SW-I:RRB-JRU Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.227/400-500 between NVF-AJP stations. a) RRB-JRU Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.227/400- 500 between NVF-AJP stations. b) Launching of RCC box segments for pedestrian subway of span 1x3.0x2.5m RCC Box at Km.227/400-500 between NVF-AJP stations. SW-II:JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.326/900-327/000 between DVG-AVC stations. a) JRU- KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.326/900-327/000 between DVG-AVC stations. b)SW-2: Launching of RCC box segments for pedestrian subway of span 1x3.0x2.5m RCC Box at Km.326/900- 327/000 between DVG-AVC stations. SW-III:-JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.316/100-200 between THN-DVG stations. a)JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.316/100-200 between THN-DVG stations. b) Launching of RCC box segments for pedestrian subway of span 1x3.0x2.5m RCC Box at Km.316/100-200 between THN-DVG stations.

Box at Km.316/100-200 between THN-DVG stations.

a)JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at Km.316/100-

200 between THN-DVG stations.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.14S MISCELLANEOUS

MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY

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 :

4.20.1.1 Concrete of M10 grade with minimum cum 105 8835.15 927690.75

cement content of 220 kg /cum

4.20.1.3 Concrete of M20 grade with minimum cum 73 9212.6 672519.8

cement content of 270 kg /cum

10.0 STEEL WORK

10.1S General

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 259 172.6 44703.4

railings, brackets, gates and similar works

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ Sqm 993 116.9 116081.7

3.84 kg/10 sqm)

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade Sqm 395 218.9 86465.5

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.

16.4 Laying, spreading and compacting stone cum 79 1046.95 82709.05

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled

road/vibratory roller 8-10 tonne capacity in

stages to proper grade and camber,

applying and brooming requisite type of

screening / binding material to fill up

interstices of coarse aggregate, watering

and compacting to the required density .

16.42S CONCRETE PAVEMENTS

MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY

Providing and laying design mix cement

concrete of M-30 grade, in roads/taxi tracks/

runways, using cement content as per

design mix, using coarse sand and graded

stone aggregate of 40 mm nominal size in

appropriate proportions as per approved

and specified design criteria, providing

dowel bars with sleeve/ tie bars wherever

required, laying at site, spreading and

compacting mechanically by using needle

and surface vibrators, levelling to required

slope/ camber, finishing with required

texture, including steel form work with

sturdy M.S. channel sections, curing,

making provision for contraction/ expansion,

construction and longitudinal joints (10 mm

wide x 50 mm deep) by groove cutting

machine, providing and filling joints with

approved joint filler and sealants, complete

all as per direction of Engineer-in-charge

(Item of joint fillers, sealants, dowel bars

with sleeve/ tie bars to be paid separately).

16.43.1 Cement concrete prepared with batch cum 79 10529.35 831818.65

16.49S MISCELLANEOUS

Manufacturing, supplying and fixing retro

reflective sign boards made up of 2 mm

thick aluminium sheet, face to be fully

covered with high intensity encapsulated

type heat activated retro reflective sheeting

conforming to type - IV of ASTM-D 4956-01

in blue and silver white or other colour

combination including subject matter,

message (bi-lingual), symbols and borders

etc. as per IRC ; 67:2001, pasted on

substrate by an adhesive backing which

shall be activated by applying heat and

pressure conforming to class -2 of ASTM-D-

4956-01 and fixing the same with suitable

sized aluminium alloy rivets @ 20 cm c/c to

back support frame of M.S. angle iron of size

25x25x3 mm along with theft resistant

measures, mounted and fixed with 2 Nos.

M.S. angles of size 35x35x5 mm to a

vertical post made up to M.S. Tee section

ISMT 50x50x6 mm welded with base plate

of size 100x100x5 mm at the bottom end

and including making holes in pipes, angles

flats, providing & fixing M.S. message plate

of required size, steel work to be painted

with two or more coats of synthetic enamel

paint of required shade and of approved

brand & manufacture over priming coat of

zinc chromate yellow primer (vertical MS-

Tee support to be painted in black and

white colours).Backside of aluminium sheet

to be painted with two or more coats of

epoxy paint over and including appropriate

priming coat including all leads and lifts etc.

complete as per drawing , specification and

direction of Engineer-in-charge.

16.59.2 Cautionary /warning sign boards of Each 6 5559.75 33358.5

equilateral triangular shape having each

side of 900 mm with support length of 3650

MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY

16.62 Providing and applying 2.5 mm thick road Sqm 7 747.8 5234.6

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic

material by fully/ semi automatic

thermoplastic paint applicator machine

fitted with profile shoe, glass beads

dispenser, propane tank heater and profile

shoe heater, driven by experienced

operator on road surface including cost of

material, labour, T&P, cleaning the road

surface of all dirt, seals, oil, grease and

foreign material etc. complete as per

direction of Engineer-in-charge and

accordance with applicable specifications.

16.75 Providing and laying C.C. pavement of mix cum 112 9823.8 1100265.6

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).

16.80 Construction of dry lean cement concrete cum 60 4148.65 248919

sub base over a prepared sub-grade with

coarse and fine aggregate conforming to

IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation

after blending to be as per specifications,

cement content not to be less than 150

12 Kg/cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10

Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid

with a mechanical paver, compacting with

8-10 tonne vibratory roller, finishing and

curing etc. complete as per direction of

Engineer-in- charge.

16.93 Providing and placing in position 100 mm Sqm 11 3081.95 33901.45

thick factory made machine batched and

machine mixed Precast RCC Rectangular

Covers on drains of footpath of various

sizes, of M-25 grade cement concrete for

RCC work, including cost of centering,

shuttering, reinforcement of 8 mm dia TMT

bars of Fe 500 grade @ maximum 100 mm

c/c on both ways , neat cement punning on

finished surface, properly encased on all

edges with 1.6 mm thick , 100 mm wide MS

sheet duly painted over priming coat ,

reinforcement to be welded at edges with

MS sheet and providing 2 Nos. 12 mm dia

bar for hooks etc including cost of cartage,

all leads and lift, handling at site etc. all

complete as per direction of Engineer-in-

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying Non Pressure NP-3

class (Medium duty) R.C.C. pipes including

collars/spigot jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of

joints etc. complete

MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY

Schedule Schedule A1-List of items that are covered under USSOR

SW-I:a) RRB-JRU Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.227/400-500 between NVF-AJP stations.

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

approved brands/makes

SW-II:- a) JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.326/900-327/000 between DVG-AVC stations.

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

approved brands/makes

SW-III:-a)JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.316/100-200 between THN-DVG stations.

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

approved brands/makes

Schedule Schedule A2-List of items that are covered under DSR

SW-I:a) RRB-JRU Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.227/400-500 between NVF-AJP stations.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

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 68890 107.85 7429786.5

Fe-500D or more.

SW-II:-a) JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.326/900-327/000 between DVG-AVC stations.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

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 112690 107.85 12153616.5

Fe-500D or more.

SW-III:-a)JRU-KJG Section: Construction of pedestrian subway of span 1x3.0x2.5m RCC Box at

Km.316/100-200 between THN-DVG stations.

S No. Item Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY

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 110100 107.85 11874285

Fe-500D or more.