Repairs to formation and construction of side drain at various locations in Peralam - Karaikal section.

percentage above or below the advertised value of schedule 'A1' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

Improvement of newly constructed LCs, Strengthening of meeting post and A-Base concreting in

disturbed locations between PEM and KIK stations

S No. Item Description of Item Unit Qty Rate Amount

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 cement, 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

4.20.2 All works above plinth and upto floor V level

4.20.2.3 Concrete of M20 grade with minimum cement cum 10 9568.25 95682.5

content of 270 kg /cum

Item- 2 Construction of side drain.

S No. Item 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 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

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 48 7178.75 344580

2 from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for Sqm 150 392.15 58822.5

5.9.2 Walls (any thickness) including attached pilasters, Sqm 1200 842.5 1011000

buttresses, plinth and string courses etc.

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; 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 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 of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 146 9504.75 1387693.5

content of 330 kg /cum

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint of

required shade :

Schedule A2-All items which are covered by Unified Standard Schedule of rates 2021 for

Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The

Schedule tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the

advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over

USSOR 2021 basic value)

Item- 1 Repairs to formation between PEM and KIK stations.

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 be 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2 051060 Providing and laying Pitching with Stone Boulders, cum 750.00 2423.99 1817992.50

weighing not less than 35kg each with voids filled

with spalls 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).

Improvement of newly constructed LCs and Strengthening of meeting post and A-Base concreting

in disturbed locations between PEM and KIK stations.

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 be 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.