Widening of cess and standardisation of bank slope in SLF-KITA section & in RNC- HTE section.

A-Execution of all Works SER-HQ-IR-USSOR 2021-3-Ver-1 with all Above/

Item- 1 Item Breakup

S No. Item Description of Item Unit Qty Rate Amount

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.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

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

graded stone aggregate 20 mm nominal size)

3 024020 Providing and laying in position machine cum 1037.00 2618.75 2715643.75

batched, machine mixed and machine vibrated

Design Mix Cement Concrete, mixed in Mobile

Concrete Batching/Mixing Plant at site or RMC

from approved plants, of specified grade (cast

in-situ) using 20mm graded crushed stone

aggregate and coarse sand of approved quality

in Drop and curtain wall and alike structures

below bed level, complete in all respect as per

drawings and technical specifications to the

satisfaction of Engineer-in-Charge. Note:

Payment for cement, reinforcement and

shuttering shall be made extra.

Centering and shuttering including strutting,

propping etc. and removal of form for :

4 025031 All types of bridge sub-structures, e.g. pier, Sqm 5376.00 674.52 3626219.52

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

Supply and using Cement at Worksite

5 025073 Pozzolana Portland Cement approved MT 478.00 8429.01 4029066.78

Supply of steel reinforcement of approved

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

straightening, cutting, bending, placing in

position and binding all complete.

6 025082 Thermo-Mechanically Treated bars of grade Fe- Kg 72550.00 97.13 7046781.50

500D or more of approved brands/makes.

7 052040 Supply and laying of coarse sand including cum 481.00 973.10 468061.10

consolidation with all labour, lead, lift, tools,

plants, crossing of tracks as per drawing and

technical specification as directed by the

Engineer in charge in case loose slush is

encountered at site of foundation before casting

the foundation or laying the filtering media.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Specifications and guidelines RDSO/2020/GE:

IRS-0004 or latest in running line with suitable

soil to the designed profile The work shall include

uprooting and disposing of all the vegetation,

benching at every 30 Cm vertical height,

earthwork in benching portion and compaction

u s i n g suitable slope vibratory

Rollers/Compactors etc. to achieve prescribed

MDD. Note: 1. Payment of cess repairs shall be

based on the quantities worked out from the

cross sectional calculations only and worked out

from the initial ground levels before doing

benching and final levels as done for new

embankment. The earth work in benching

portion shall not be paid extra as the same has

been included in the rate. 2. The earth work shall

be started only after Completing of the benching

and certified. 3. The benching Work shall be

done for a maximum height of 1.50 m at any

time based on the progress of earthwork starting

from toe of the embankment.

making cess on other side of the track (when no

approaches available along track or no road

vehicles to work at site) by dumping contractor's

own earth, collected along toe of bank of any

height on to other side of track & side slope of

the existing bank by head load, duly crossing of

tracks with all contractor's materials, labour,

tools, plant including loading of earth in baskets,

lifting, leading to the non-cess side of bank

including crossing of tracks & dumping etc. and

as directed by the Engineer in-charge.