Chennai Division- MAS-ENR section - Provision of New stainless steel Foot Over Bridge at VOC nagar Stations under Umbrella work 2018-19.

Schedule of Rates 2021 (Formation,Br & Pway works) for Chennai Division.

SW-IC- Provision of New Foot Over Bridge at VOC Nagar Station-Revised (Old agreement

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.

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 022040 P r o v id in g and laying in position machine cum 65.00 4561.69 296509.85

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

CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY

P r o v id in g 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. N o t e : 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.

5 022100 Providing, fabricating and installing permanent MT 9.00 123864.05 1114776.45

casing pipe for bored piles for all diameters with

specified thickness of steel plate including all

labour, materials, tools & complete as per

approved drawing & specifications complete in

all respect as per the direction of Engineer in

charge. Note: Payment shall be made as per the

weight of circular plate of casing pipe only.

Conducting load test of a single pile up to

specified capacity in accordance with IS:2911

(Part-IV) including installation of loading

platform and preparation of pile head or

construction of test cap and dismantling of test

cap after test etc. with all labour, material, tool

& plants, equipment, machinery, etc. complete

as per drawing and specification, as directed by

6 022121 Initial load test up to 50 ton capacity pile Each 2.00 67014.84 134029.68

7 022122 Initial load test above 50 ton and up to 100 T Each 2.00 81360.92 162721.84

8 022123 Initial load test above 100 ton and up to 250 T Each 2.00 108092.38 216184.76

Lateral load testing of single pile in accordance

with "IS Code of practice IS:2911 (Part-IV) for

determining safe allowable lateral load of pile"

with all labour, material, tool & plants,

equipment, machinery, etc complete as per

drawing and specification as directed by the

9 022131 Piles with lateral load capacity of up to 50 ton Each 2.00 19329.45 38658.90

10 022132 Piles with lateral load capacity of above 50 ton Each 2.00 20506.84 41013.68

and up to 100 ton

11 022140 Pulse Echo Test (PET) for integrity testing of Each 5.00 1471.73 7358.65

piles with contractor's men, materials and

machines. The rate includes cost of Inspection

of site, preparation of pile head and any other

unforeseen cost required for the test,

submission of reports in triplicate as per

satisfaction of the Engineer in Charge.

Centering and shuttering including strutting,

propping etc. and removal of form for :

CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY

12 025031 All types of bridge sub-structures, e.g. pier, Sqm 350.00 765.08 267778.00

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

Providing road crane of specified lifting capacity

with specified jib length revolving type for

material handling, assembly & erection of

girders/slab/RCC Box etc.

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working hours

14 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 24.00 867.49 20819.76

minimum 1.10 cum bucket capacity

15 211220 Supplying and filling 50 kg size empty cement Each 5000.00 17.90 89500.00

polythene bags with Rly.

Ballast/moorum/earth/Sand/quarry dust etc.

placing the filled bags on the high banks /bridge

approaches/nominated place etc. dumping and

spreading at the nominated locations to profile

under block period with all contractor's labour,

tools, plants, loading, unloading, filling,

spreading including all lead/lift etc. complete

and as directed by the Engineer in charge at

site including crossing of track where necessary.

16 211230 Supply, filling and stacking of sand bags layer Each 5000.00 16.66 83300.00

by layer filled with Railway Sand/railway quarry

dust in Contractor's empty polythene cement

bags of 50 kg bags with all contractors labour,

tools, plants, lead, lift etc., including stitching

the same with machine using polythene thread

complete as directed by Engineer-in charge at

Schedule Schedule C-List of items of work that are covered under Delhi Schedule of Rates 2021

SW-IC - Provision of New Foot Over Bridge at VOC Nagar Station-Revised (Old agreement

S No. Item Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

1.1.2 Earth

1.1.11 Steel

5.0 REINFORCED CEMENT CONCRETE

5.19S ENCASING ROLLED STEEL SECTION

5.19 Encasing rolled steel sections, in beams and cum 15 14191.95 212879.25

columns, with cement concrete 1:1.5:3 (1

cement : 1.5 coarse sand (zone-III) derived from

3 natural sources : 3 graded stone aggregate 20

mm nominal size derived from natural sources)

including centering and shuttering complete but

, excluding cost of reinforcement.

6.0 MASONRY WORK

CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY

Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

11.0 FLOORING

Cement plaster skirting up to 30 cm height, with

11.6 cement mortar 1:3 (1 cement : 3 coarse sand),

finished with a floating coat of neat cement.

11.16S TILE FLOORING

Chequerred precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of

cement mortar 1:4 (1 cement: 4 coarse sand).

6 11.20.3 Dark shade pigment using ordinary cement Sqm 200 983.95 196790

12.0 ROOFING

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.50 Providing and fixing precoated galvanised iron Sqm 220 671.55 147741

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge)

0.50 mm (+ 0.05 %) total coated thickness with

zinc coating 120 grams per sqm as per IS: 277,

in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester

top coat 15-18 microns. Sheet should have

protective guard film of 25 microns minimum to

avoid scratches during transportation and

should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/

vertical or curved surfaces, excluding the cost of

purlins, rafters and trusses and including cutting

to size and shape wherever required.

Providing and fixing precoated galvanised steel

sheet roofing accessories 0.50 mm (+0.05 %)

total coated thickness, Zinc coating 120 grams

12.51 per sqm as per IS: 277, in 240 mpa steel grade,

5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18 microns

using self drilling/ self tapping screws complete :

13.0 FINISHING

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

20.0 PILE WORK

CHENNAI DIVISION-ENGINEERING/SOUTHERN RLY

Boring, providing and installation bored cast-in-

situ reinforced cement concrete piles of grade

M-25 of specified diameter and length below the

pile cap, to carry a safe working load not less

than specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and temporary casing of

appropriate length for setting out and removal

of same and the length of the pile to be

embedded in the pile cap etc. by percussion

drilling using Direct mud circulation (DMC) or

Bailer and chisel technique by tripod and

mechanical Winch Machine all complete,

including removal of excavated earth with all its

lifts and leads (length of pile for payment shall

be measured up to bottom of pile cap).