Construction of over head tank of 1.0 Lakh liters capacity and Ground level reservoir of 2.50 lakh litres capacity and Provision of bore well and pipe line arrangements, etc., in connection with provision of shunting neck and stabling line between GOC and TPJ stations.

Description:- Construction of Ground level Reservoir of 2.50 Lakh liters capacity Above/ Please see Item Breakup for details. 460633.20 AT Par 460633.20 Below/P

Description:- Provision of Bore-wells at 2 nos Above/ Please see Item Breakup for details. 726119.35 AT Par 726119.35 Below/P

Description:- Construction of Pumping room Above/ Please see Item Breakup for details. 2750386.20 AT Par 2750386.20 Below/P

Description:- Pipe line works. Above/ Please see Item Breakup for details. 4910568.05 AT Par 4910568.05 Below/P

Description:- Construction of RCC Over Head Tank one lakh litres capacity with 12m staging TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A2-All items which are covered by Unified Standard Schedule of rates

steel. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage 91398.75 above or below the advertised value of schedule 'A2' (The advertised value is inclusive of Railways escalation over USSOR 2021 basic value) Above/

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 at site. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A3-Supply of Steel Reinforcement only - Item/All items which are covered by CPWD-DSR 2023 for Tiruchchirappalli Division (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised 3883160.82 value of schedule 'A3' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value) Above/ Please see Item Breakup for details. 3883160.82 AT Par 3883160.82 Below/P

Description:- Supply of steel reinforcement including straightening, cutting, bending, placing in position and binding all complete S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B1-Items which are not covered by Unified Standard Schedule of rates

shall quote unit rate)

Description:- Supply delivery of natural Pebbles filter media for Filter bed operation & sedimentary

should be double washed, screened, kiln dried and classified into various sizes to meet specification including all incidental charges, conveyance, loading & unloading etc., as directed by the Engineer- in-charge-Size : 5 mm to 20mm

method for all diameters, complete and as directed by the Engineer-in-charge.

an even shade : Two or more coats on new work etc., complete and as directed by the Engineer-in- charge.

Description:- Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also

frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x

bead of appropriate dimension. (Area of window upto 0.75 sqm.)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

rubber insertions etc. complete (tail pieces, tapers etc., if required will be paid separately) - 100mm dia.

(screwed end) - 100mm nominal bore, etc., complete and as directed by the Engineer-in-charge.

Pulley ball bearing type phosphorus bronze twisted wire, wood float etc. complete in all respect and in metric units. The rate includes fixing at all heights : More than 1.25m long

Description:- Exploratory drilling of boreholes down to required depth, Drilling of 150mm dia.

including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area

record of investigations, laboratory test reports and calculations in approved format etc., complete and as directed by the Engineer-in-charge.

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

of Railways escalation over CPWD-DSR 2023 basic value)

Item- 1 Construction of Ground level Reservoir of 2.50 Lakh liters capacity

S No. Item No 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

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

2.25 Filling available excavated earth (excluding cum 308.22 196 60411.12

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

2.27 Supplying and filling in plinth with sand under cum 33.02 2123.75 70126.23

4 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

4.12 Extra for providing and mixing water proofing per bag 7500 18.15 136125

material in cement concrete work in doses by of 50 kg

weight of cement as per manufacturer's cement

specification. used

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. Sqm 20.52 392.15 8046.92

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 171 842.5 144067.5

8 pilasters, buttresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 30 961.3 28839

5.23S MISCELLANEOUS

5.23 Smooth finishing of the exposed surface of Sqm 324 300.45 97345.8

10 R.C.C. work with 6 mm thick cement mortar

1:3 (1 Cement : 3 fine sand).

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced 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

w o r k a b i l i t y 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

5.33.1.2 Concrete of M30 grade with minimum cement cum 94.78 9655.7 915167.25

content of 350 kg /cum

13.0 FINISHING

CEMENT PLASTER WITH A FLOATING COAT OF

12 mm cement plaster finished with a floating

coat of neat cement of mix :

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing soil, waste and vent pipes

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and fixing in position pre-cast R.C.C.

19.19 manhole cover and frame of required shape

and approved quality

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Item- 2 Provision of Bore-wells at 2 nos

S No. Item No Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

4.2 struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks,

plain window sills, fillets, sunken floor etc., up

to floor five level, excluding the cost of

centering, shuttering and finishing:

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge. ( Internal work - Exposed on wall )

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.63 Providing and fixing PTMT angle stop cock 15 Each 2 156.9 313.8

4 mm nominal bore, weighing not less than 85

23.0 RAIN WATER HARVESTING & TUBEWELLS

23.1S General

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer-in-charge, upto 90 metre

depth below ground level.

23.1.1 All types of soil

Supplying, assembling, lowering and fixing in

vertical position in bore well, unplasticized

PVC medium well casing (CM) pipe of required

23.3 dia, conforming to IS: 12818, including

required hire and labour charges, fittings &

accessories etc. all complete, for all depths,

as per direction of Engineer -in-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized PVC

medium well screen (RMS) pipes with ribs,

23.4 conforming to IS: 12818, including hire &

labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of

Engineer-in-charge.

Item- 3 Construction of Pumping room

S No. Item No Description of Item Unit Qty Rate Amount

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies Sqm 28 927.25 25963

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 16 736.4 11782.4

bressummers and cantilevers

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced 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

w o r k a b i l i t y 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.:

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 6 9860.4 59162.4

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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 :

10.0 STEEL WORK

10.1S General

Providing and fixing 1 mm thick M.S. sheet

door with frame of 40x40x6 mm angle iron

and 3 mm M.S. gusset plates at the junctions

and corners, all necessary fittings complete,

including applying a priming coat of approved

10.5.2 Using flats 30x6 mm for diagonal braces and Sqm 3 5563.75 16691.25

central cross piece

Providing and fixing T-iron frames for doors,

windows and ventilators of mild steel Tee-

sections, joints mitred and welded, including

fixing of necessary butt hinges and screws

and applying a priming coat of approved steel

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

embedded in cement concrete block

coarse sand : 6 graded stone aggregate 20

mm nominal size).

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 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, railings, Kg 40 172.6 6904

brackets, gates and similar works

11.0 FLOORING

11.41S VITRIFIED FLOOR TILES

Providing and laying Vitrified tiles in floor in

different sizes (thickness to be specified by

the manufacturer) with water absorption less

than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement

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

with grey cement slurry @3.3 kg/sqm

including grouting the joints with white

cement and matching pigments etc. The tiles

must be cut with the zero chipping diamond

cutter only . Laying of tiles will be done with

the notch trowel, plier, wedge, clips of

required thickness, leveling system and

rubber mallet for placing the tiles gently and

Glazed vitrified floor tiles polished finish of

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

CEMENT PLASTER WITH A FLOATING COAT OF

12 mm cement plaster finished with a floating

coat of neat cement of mix :

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 4 Pipe line works.

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

Surface dressing of the ground including

removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5 m.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc. External work

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

Item- 5 Construction of RCC Over Head Tank one lakh litres capacity with 12m staging

S No. Item No 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

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan),

2.8 including dressing of sides and ramming of

bottoms, for all lift, including getting out the

excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50

Excavating trenches by mechanical/manual

means of required width for pipes, cables, etc

including excavation for sockets, and dressing

of sides, ramming of bottoms, for all depth,

including getting out the excavated soil, and

2.10 then returning the soil as required, in layers

not exceeding 20 cm in depth, including

consolidating each deposited layer by

ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but Metre 100 352.15 35215

not exceeding 300 mm dia

Open timbering in case of shafts, wells,

cesspits, manholes and the like including

2.21 strutting and shoring complete

(Measurements to be taken of the face area

2.25 Filling available excavated earth (excluding cum 90 196 17640

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by

ramming and watering, lead up to 50 and for

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4.12 Extra for providing and mixing water proofing per bag 250 18.15 4537.5

material in cement concrete work in doses by of 50 kg

weight of cement as per manufacturer's cement

specification. used

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. Sqm 45 392.15 17646.75

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 140 842.5 117950

10 pilasters, buttresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies Sqm 40 927.25 37090

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 150 736.4 110460

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 150 961.3 144195

Extra for additional height in centering,

shuttering where ever required with adequate

bracing, propping etc., including cost of de-

5.11 shuttering and decentering at all levels, over

a height of 3.5 m, for every additional height

of 1 metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and Sqm 30 384.3 11529

balconies (Plan area to be measured)

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed

or site batched design mix cement concrete

for reinforced 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

w o r k a b i l i t y 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.:

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 45 9860.4 443718

content of 330 kg /cum

5.33.2.2 Concrete of M30 grade with minimum cement cum 55 10011.35 550624.25

content of 350 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

10.0 STEEL WORK

10.1S General

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 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, railings, Kg 400 172.6 69040

brackets, gates and similar works

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

13.6 20 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of

required shade:

13.47.1 New work (Two or more coats applied @ 1.43 Sqm 270 171.1 46197

21 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.3 Demolishing R.C.C. work manually/ by cum 29 3551.25 102986.25

mechanical means including stacking of steel

23 bars and disposal of unserviceable material

within 50 metres lead as per direction of

Engineer - in- charge.

Dismantling steel work in single sections

15.17 including dismembering and stacking within

50 metres lead in:

15.18 Dismantling steel work in built up sections in Kg 392.04 5.65 2215.03

angles, tees, flats and channels including all

25 gusset plates, bolts, nuts, cutting rivets,

welding etc. including dismembering and

stacking within 50 metres lead.

Dismantling G.I. pipes (external work)

including excavation and refilling trenches

after taking out the pipes, manually/ by

mechanical means including stacking of pipes

within 50 metres lead as per direction of

Engineer-in-charge :

16.0 ROAD WORK

16.15S FENCING

16.15 Supplying at site :

16.15.1 R.C.C. Standards post/ struts/rails/ pales of cum .85 32891.2 27957.52

mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3

graded stone aggregate 12.5 mm nominal

size) with wooden plugs or 6mm bar nibs

wherever required as per direction of

Engineer-in- charge (cost of earth works in

excavation, concrete works in foundation to

be paid separately).

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.20 Welded steel wire fabric fencing with posts of Sqm 30 66.15 1984.5

specified material and of standard design

placed and embedded in cement concrete

blocks 45x45x 60 cm of mix 1:5:10 (1

cement:5 fine sand : 10 graded stone

aggregate 40 mm nominal size), every 15th

post, last but one end post and corner post

shall be strutted on both sides and end post

28 on one side only and struts embedded in

cement concrete blocks 70x45x50 cm of the

same mix, provided with welded steel wire

fabric fixed between the posts fitted and fixed

with G.I. staples on wooden plugs or tied to 6

mm bar nibs with G.I. binding wire (cost of

posts, welded steel wire fabric, painting, earth

work in excavation and concrete to be paid for

16.49S MISCELLANEOUS

Providing and laying factory made chamfered

edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light

traffic parking etc, of required strength,

thickness & size/ shape, made by table

vibratory method using PU mould, laid in

required colour & pattern over 50mm thick

compacted bed of sand, compacting and

proper embedding/laying of inter locking

paver blocks into the sand bedding layer

through vibratory compaction by using plate

vibrator, filling the joints with sand and

cutting of paver blocks as per required size

and pattern, finishing and sweeping extra

sand. complete all as per direction of

Engineer-in-Charge.

16.91.1 60mm thick cement concrete paver block of Sqm 35 1045.65 36597.75

29 M-35 grade with approved colour, design &

18.0 WATER SUPPLY

18.4S PP-R PIPES

Providing and fixing 3 layer PP-R (Poly

propylene Random copolymer) pipes

confirming to IS:15801 UV stabilized & anti -

microbial fusion welded, having thermal

18.6 stability for hot & cold water supply, including

all PP - R plain & brass threaded polypropylene

random fittings, including trenching, refilling &

testing of joints complete as per direction of

Engineer-in-Charge. External work

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc. External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

18.23S C.I./DUCTILE IRON PIPES & SPECIALS

Providing and laying S&S centrifugally cast

18.27 (spun) iron pipes (Class LA) conforming to IS -

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required will

be paid separately) :

18.31.1 100 mm diameter

Constructing masonry Chamber 60x60x75 cm

inside, in brick work in cement mortar 1:4 (1

cement : 4 coarse sand) for sluice valve, with

C.I.surface box 100 mm top diameter, 160

mm bottom diameter and 180 mm deep (

inside) with chained lid and RCC top slab

1:1.5:3 mix (1 cement : 1.5 coarse sand : 3

18.33 graded stone aggregate 20 mm nominal size )

including necessary excavation, foundation

concrete 1:5:10 (1 cement : 5 fine sand: 10

graded stone aggregate 40 mm nominal size)

and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement

complete as per standard design :

18.33.1 With common burnt clay F.P.S.(non modular) Each 4 10862.4 43449.6

bricks of class designation 7.5

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and fixing C.I. double acting air

valve of approved quality with bolts, nuts,

18.59 rubber insertions etc. complete (The tail

pieces, tapers etc if required will be paid

Providing and fixing enclosed type water

meter (bulk type) conforming to IS : 2373 and

18.60 tested by Municipal Board complete with

bolts, nuts, rubber insertions etc. (The tail

pieces if required will be paid separately) :

Providing and laying D.I. specials of class K-12

suitable for push-on jointing as per IS : 9523 :

Providing and laying Double Flanged (screwed

18.71 / welded) Centrifugally (Spun) Cast Iron, Class

Providing and laying S&S Centrifugally Cast

18.72 (Spun) / Ductile Iron Pipes conforming to IS :

22.0 WATER PROOFING

22.1S General

Providing and Placing in position suitable PVC

water stops conforming to IS:12200 for

construction/ expansion joints between two

RCC members and fixed to the reinforcement

with binding wire before pouring concrete etc.

22.4.1 Serrated with central bulb (225 mm wide, 8- Metre 40 327.65 13106

Schedule A3-Supply of Steel Reinforcement only - Item/All items which are covered by CPWD-DSR

2023 for Tiruchchirappalli Division (The tenderer/contractor shall quote a rate 'at par' or a collective

percentage above or below the advertised value of schedule 'A3' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Supply of steel reinforcement including straightening, cutting, bending, placing in position and

binding all complete

S No. Item No 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

5.22.6 Thermo-Mechanically Treated bars of grade Kg 26155.2 107.85 2820838.32

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 9850 107.85 1062322.5

Fe-500D or more.