Construction of Running room 18 beds capacity in ground floor at Thiruvarur station.

Description:- Construction of Building Proper as per Railway's approved plan. Above/ Please see Item Breakup for details. 642303.10 AT Par 642303.10 Below/P

Description:- Water Supply and Sanitary arrangements Above/ Please see Item Breakup for details. 589396.29 AT Par 589396.29 Below/P

Description:- Provision of GLR of 10,000 litres capacity with borewell Above/ Please see Item Breakup for details. 148283.00 AT Par 148283.00 Below/P

Description:- Provision of BT Approach road Above/ Please see Item Breakup for details. 1765035.09 AT Par 1765035.09 Below/P

Description:- construction of compound wall Above/ Please see Item Breakup for details. 49186.50 AT Par 49186.50 Below/P

Description:- Garden pipe line works 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 CPWD-DSR 2020 -Horticulture for Tiruchchirappalli Division - Except supply of reinforcement steel.(The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or 110705.25 below the advertised value of schedule 'A2'(The advertised value is inclusive of Railways escalation over CPWD-DSR 2020 basic value) Above/ Please see Item Breakup for details. 110705.25 AT Par 110705.25 Below/P

Description:- Landscaping and Horticulture works S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A3-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 182797.49 above or below the advertised value of schedule 'A3' (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 () A4-Supply of reinforcement steel only - Item/All Items which is/are covered by CPWD-DSR 2023 for Tiruchchirappalli Division and CPWD Specifications- 2019. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage 5468426.40 above or below the advertised value of schedule 'A4' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value) Above/ Please see Item Breakup for details. 5468426.40 AT Par 5468426.40 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).

etc., complete and as directed by the Engineer's representative.

Description:- Supplying and fixing on water tanks etc. slotted Water Indicator Board with M.S

in metric units. The rate includes fixing at all heights: More than 1.25m long as per IS specification and approved by the Engineer at site with all labour, materials, lead, lift, tools and plant, fixing etc., complete by the contractor and as directed by the Engineer's representative.

bolts, nuts, rubber insertions etc. complete (tail pieces, tapers etc., if required will be paid separately) with all lead and lifts etc., complete and as directed by the Engineer-in-charge.

method for all diameters with contractor's labour, tools& plants, equipments with all lead & lifts etc., complete and as directed by the Engineer-in-charge. (All labour and materials by the contractor)

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY 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 incharge Size : 5 mm to 20mm

Description:- Planting of Song of India Plant ornamental foliage shrub variety of height 30-45 cm in

saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Description:- Supply, Fixing & commissioning of 5004 PLUS SAM PRS Series Rotor pop up sprinkler full/part circle having radius of 6.7m - 12m @ 2.5 - 4.5 bar with discharge of 0.09 - 0.61 ltr./sec. the sprinklers having Arc Adjust thru Top Cover w/ Std. Screwdriver The sprinkler is gear driven rotary type with having 3/4" bottom inlet. Oversized wiper seal, Rain Curtain technology, gentle closein

The sprinkler shall have Plus (Pressure Loss) Flow shut off, 45 psi pressure regulator with flow optimizer technology, internal Seal - A - Matic 247 PD-946 device which prevents low head drainage (upto 3.1m) & hence puddling & erosion. The body of sprinkler is of non - corrodible, heavy duty, Anti Breaking System plastic. O-ring Slip Clutch, Racheting Slip Clutch, Side Inlet Available 6" and 12",Turret-mounted Internal Dia Plugs, Flow Stop Available, Non-potable water indication available etc., complete including installation charges. (Rain Bird, Toro, K-rain or equivalent brand)

quarter turn including all necessary fittings & accessories complete. PIMTAS / AQVASTAR or equivalent brand make

sand, stones, plastics and other materials, highly nutrient and which supports plant growth. Inluding cost of transportation, loading, unloading stacking etc., complete.

installation charges. " Netafim " or equivalent brands.

micro tube & stake including installation charges. Rain Bird / JISL or equivalent make S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () C1-Electrical Engineering portion work - Items which are not covered by Unified Standard Schedule of rates 2021 and CPWD-DSR-2023 for Tiruchchirappalli 206788.00 Division. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of schedule 'C1'. Above/ Please see Item Breakup for details. 206788.00 AT Par 206788.00 Below/P

Description:- Electrical concealing works

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 Building Proper as per Railway's approved plan.

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

over areas (exceeding 30 cm in depth, 1.5 m

2.6 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

2.25 Filling available excavated earth (excluding cum 220 196 43120

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

2.27 Supplying and filling in plinth with sand under cum 20 2123.75 42475

3 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 plinth level :

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.10S DAMP-PROOF COURSE

4.10 Providing and laying damp-proof course Sqm 57.96 410.85 23812.87

40mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone

aggregate 12.5mm 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. Sqm 240 392.15 94116

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 380 927.25 352355

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 596.6 736.4 439336.24

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 347.5 961.3 334051.75

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 74 951.1 70381.4

including edges

5.12S PRE-CAST RCC

5.16 Providing, transporting, hoisting and fixing cum 2.5 20355.8 50889.5

above plinth level up to floor five level

precast reinforced cement concrete in

shelves, including setting in cement mortar

1:3 (1cement : 3 coarse sand), cost of

required centering, shuttering and finishing

with neat cement punning on exposed

surfaces but , excluding the cost of

reinforcement, with 1:1.5:3 (1 cement : 1.5

coarse sand(zone-III) derived from natural

sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources).

5.33S DESIGN MIX CONCRETE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

5.33.1.1 Concrete of M25 grade with minimum cement cum 145 9504.75 1378188.75

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 145 9860.4 1429758

content of 330 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation 7.5

in foundation and plinth in:

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 :

6.12S HALF BRICK MASONRY

Half brick masonry 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.

6.15 Extra for providing and placing in position 2 Sqm 20 104.8 2096

17 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 66.38 1267.95 84166.52

glazed wall tiles conforming to IS: 15622

(thickness to be specified by the

manufacturer), of approved make, in all

colours, shades except burgundy, bottle

green, black of any size as approved by

18 Engineer-in-Charge, in skirting, risers of steps

and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement

mixed with pigment of matching shade

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

Providing and fixing panelling or panelling

and glazing in panelled or panelled and

glazed shutters for doors, windows and

clerestory windows (Area of opening for

panel inserts excluding portion inside

grooves or rebates to be measured).

Panelling for panelled or panelled and glazed

shutters 25 mm to 40 mm thick :

9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than Sqm 72.6 2241.8 162754.68

9.12 Extra for providing frosted glass panes 4 mm Sqm 5.4 176.4 952.56

thick (weight not less than 10 kg per sqm)

instead of ordinary float glass panes 4 mm

thick (weight not less than 10 kg per sqm) in

doors, windows and clerestory window

shutters. (Area of opening for glass panes

excluding portion inside rebate shall be

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

9.20 construction with frame of 1st class hard

wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face

veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Sqm 31.5 3473.85 109426.28

Steel butt hinges with necessary screws

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.48.2 Fixed to openings /wooden frames with rawl Kg 800 238.35 190680

plugs screws etc.

9.53 Providing 40x5 mm flat iron hold fast 400 Each 80 228.85 18308

mm long including fixing to frame with 10

mm diameter bolts, nuts and wooden plugs

24 and embedding in cement concrete block

300x100x150 mm 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 20

mm nominal size).

9.55S BRIGHT FINISHED M.S. FITTINGS

Providing and fixing ISI marked IS:1341 M.S.

9.55 pressed butt hinges bright finished with

necessary screws etc. complete :

9.72S BRASS FITTINGS

Providing and fixing bright finished brass

handles with screws etc. complete:

ANODISED ALUMINIUM FITTINGS (ALL

FITTINGS SHALL BE ISI MARKED)

Providing and fixing aluminium sliding door

bolts, ISI marked anodised (anodic coating

9.96 not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not less

9.97 than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI

marked, anodised (anodic coating not less

9.100 than grade AC 10 as per IS : 1868)

transparent or dyed to required colour or

shade, with necessary screws etc. complete :

9.105S GYPSUM BOARD PARTITIONS

9.119 Providing and fixing factory made P.V.C. door Metre 65 492.7 32025.5

frame of size 50x47 mm with a wall thickness

of 5 mm, made out of extruded 5 mm rigid

PVC foam sheet, mitred at corners and joined

with 2 Nos of 150 mm long brackets of 15x15

mm M.S. square tube, the vertical door frame

profiles to be reinforced with 19x19 mm M.S.

square tube of 19 gauge, EPDM rubber

gasket weather seal to be provided through

out the frame. The door frame to be fixed to

the wall using M.S. screws of 65/100 mm

size, complete as per manufacturer's

specification and direction of Engineer- in-

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19 mm x 19 mm for styles and 15x15 mm for

top & bottom rails. M.S. frame shall have a

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming

styles and 5 mm thick, 95 mm wide PVC

sheet out of which 75mm shall be flat and 20

mm shall be tapered in 45 degree on the

inner side to form top and bottom rail and

115 mm wide PVC sheet out of which 75 mm

9.120 shall be flat and 20 mm shall be tapered on

both sides to form lock rail. Top, bottom and

lock rails shall be provided both side of the

panel. 10 mm (5 mm x 2 ) thick, 20 mm wide

cross PVC sheet be provided as gap insert for

top rail & bottom rail, panelling of 5 mm thick

both side PVC sheet to be fitted in the M.S.

frame welded/ sealed to the styles & rails

with 7 mm (5 mm+2 mm) thick x 15 mm

wide PVC sheet beading on inner side, and

joined together with solvent cement

adhesive. An additional 5 mm thick PVC strip

of 20 mm width is to be stuck on the interior

side of the 'C' Channel using PVC solvent

adhesive etc. complete as per direction of

Engineer-in-charge, manufacturer's

specification & drawing.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing factory made uPVC

glazed/wire mesh windows/ doors comprising

of lead free uPVC multi-chambered frame,

sash and mullion/coupler (where ever

required) extruded profiles having minimum

wall thickness of 1.70 mm for Series R1 and

R2 profiles and 2.10 mm for Series R3 and R4

profiles conforming to EN: 12608 in any

shape, colour and design duly reinforced with

galvanized mild steel section made of

required shape & size as per CPWD

Specification, uPVC extruded glazing beads,

interlocks and Inline sash adaptor (where

ever required) of appropriate dimension,

EPDM gasket, hardware, SS 304 grade

fasteners of minimum 8 mm dia with

countersunk head, comprising of matching

polyamide PA6 grade sleeve for fixing frame

to finished wall as per IS 1367 : Part 1 to 14,

plastic packers, plastic caps and necessary

stainless steel screws etc. Profile of frame,

sash & mullion (if required) shall be mitred

cut and fusion welded/mechanically jointed

duly sealed at all corners, including drilling of

holes for fixing hardware and drainage of

water etc. After fixing frame the gap between

frame and adjacent finished wall shall be

filled with weather proof silicon sealant over

backer rod of approved size and quality, all

complete as per approved drawing

conforming to CPWD specification & direction

of Engineer-in-Charge. Section of steel

reinforcement and cross sections of uPVC

profiles to be as per design approved by

Engineer-in-Charge. Wire mesh / Glazing of

plain/ toughened/ laminated/ double glass

unit with / without high performance coatings

as per design requirements and conforming

to IS: 3548 & IS: 16231 shall be paid

Two track two panels sliding window with

9.147.A1 Aluminium channel for roller track, wool pile,

nylon rollers with SS 304 body.

9.147.A1.1 Using R2 series with frame (40 mm & above) Sqm 67.2 8298.85 557682.72

x (40 mm & above) & sash (25 mm & above)

32 x (50 mm & above) with zinc alloy (zamak)

powder coated touch locks with hook (Height

upto 1.2 metre).

Two track two panels sliding door with

Aluminium channel for roller track, wool pile,

zinc alloy (zamak) powder coated handle on

every panel along with multi-point locking

system, adjustable nylon rollers with SS 304

9.147.B1.1 Using R3 series with frame (55 mm & above) Sqm 35 8106.3 283720.5

33 x (40 mm & above) & sash (30 mm & above)

x (74 mm & above). (Height upto 2.5 metre).

Fixed window / ventilator with mullion /

9.147.C2.1 Using R1 series with frame (33mm & above ) Sqm 5.4 9155.2 49438.08

x (35mm & above) & mullion (33mm &

above) x (50mm & above). (Height upto 0.90

11.0 FLOORING

11.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the

cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 80 614.2 49136

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 35 1096.55 38379.25

tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make in

colours such as White, Ivory, Grey, Fume Red

Brown, laid on 20 mm thick cement mortar

1:4 (1 Cement : 4 Coarse sand), Jointing with

grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and

matching pigment etc., complete.

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified by

the manufacturer) with water absorption less

than 0.08% and conforming to IS: 15622, of

approved make, in all colours and shades,

laid on 20mm 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., complete.

Providing and laying Vitrified tiles 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, in skirting, riser of steps,

laid with cement based high polymer

modified quick set tile adhesive (water

based) conforming to IS: 15477, in average 6

mm thickness, including grouting of joints

(Payment for grouting of joints to be made

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.55 Providing and fixing Heat Resistant Terrace Sqm 350 1703.95 596382.5

Tiles (300 mm x 300 mm x 20 mm) with SRI

(solar refractive index) > 78, solar reflection

> 0.70 and initial emittance > 0.75 on

waterproof and sloped surface of terrace, laid

on 20 mm thick cement sand mortar in the

39 ratio of 1:4 (1 cement : 4 coarse sand) and

grouting the joints with mix of white cement

& marble powder in ratio of 1:1, including

rubbing and polishing of the surface upto 3

cuts complete, including providing skirting

upto 150 mm height along the parapet walls

in the same manner.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.3 20 mm cement plaster of mix :

13.16S 6 mm CEMENT PLASTER

13.16 6 mm cement plaster of mix :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 108.56 171.1 18574.62

43 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using

Primer as per manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Sqm 16.22 176.25 2858.78

Paint of required shade. Two or more coat

44 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @0.75 ltr/10 sqm of

approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 200 170.7 34140

Paint to give an even shade. Two or more

45 coat applied @ 0.90 ltr/10 sqm over an under

coat of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

Wall painting with premium acrylic emulsion

paint of interior grade, having VOC (Volatile

Organic Compound ) content less than 50

13.83 grams/ litre of approved brand and

manufacture, including applying additional

coats wherever required to achieve even

shade and colour.

Applying priming coats with primer of

13.85 approved brand and manufacture, having low

VOC (Volatile Organic Compound ) content.

13.85.3 With water thinnable cement primer on wall Sqm 850 73.95 62857.5

47 surface having VOC content less than 50

20.0 PILE WORK

20.1S General

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

20.2 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).

Vertical load testing of piles in accordance

with IS 2911 (Part IV) including installation of

loading platform by Kentledge/Anchor piles

method and preparation of pile head or

construction of test cap and dismantling of

test cap after test etc. complete as per

specification and the direction of Engineer in-

20.6.1 Single pile upto 50 tonne Safe capacity

20.6.1.1 Initial test (Test Load 2.5 times the Safe Per 1 54771.5 54771.5

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

20.6.1.2 Routine test (Test Load 1.5 times the Safe Per 1 19632.4 19632.4

20.9 Integrity testing of Pile using Low Strain/ Per 1 1153.2 1153.2

Sonic Integrity Test/ Sonic Echo Test method Test

in accordance with IS :14893 including

surface preparation of pile top by removing

soil, mud, dust & chipping lean concrete

lumps etc. and use of computerised

equipment and high skill trained personal for

conducting the test & submission of results,

all complete as per direction of Engineer-in-

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/ appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixing with dash fasteners

of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections

shall be smooth, rust free, straight, mitred

and jointed mechanically wherever required

including cleat angle, Aluminium snap

beading for glazing / panelling, C.P. brass /

stainless steel screws, all complete as per

architectural drawings and the directions of

Engineer-in-charge. (Glazing, panelling and

dash fasteners to be paid for separately) :

21.1.1 For fixed portion

thickness of powder coating 50 micron)

Providing and fixing 12 mm thick

prelaminated particle board flat pressed

three layer or graded wood particle board

conforming to IS: 12823 Grade l Type ll, in

21.2 panelling fixed in aluminium doors, windows

shutters and partition frames with C.P. brass

/ stainless steel screws etc. complete as per

architectural drawings and directions of

engineer-in-charge.

21.2.2 Pre-laminated particle board with decorative Sqm 100 1115.4 111540

lamination on both sides

Filling the gap in between aluminium frame &

adjacent RCC/ Brick/ Stone work by providing

weather silicon sealant over backer rod of

approved quality as per architectural

drawings and direction of Engineer-in-charge

Item- 2 Water Supply and Sanitary arrangements

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

10.0 STEEL WORK

10.1S General

Providing and fixing hand rail of approved

size by welding etc. to steel ladder railing,

10.26 balcony railing, staircase railing and similar

works, including applying priming coat of

approved steel primer.

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing on wall face

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, (i) Single socketed pipes.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain

12.42 water pipes conforming to IS : 13592 Type A,

including jointing with seal ring conforming to

IS : 5382, leaving 10 mm gap for thermal

12.42.3 Single tee with door

12.42.5 Bend 87.5 degree

12.42.6 Shoe (Plain)

Providing and fixing unplasticised -PVC pipe

clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50

mm hard wood plugs, screwed with M.S.

screws of required length, including cutting

brick work and fixing in cement mortar 1:4 (1

cement : 4 coarse sand) and making good the

wall etc. complete.

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet squatting

pan (Indian type W.C. pan ) with 100 mm

sand cast Iron P or S trap, 10 litre low level

white P.V.C. flushing cistern, including flush

17.1 pipe, with manually controlled device (handle

lever) conforming to IS : 7231,with all fittings

and fixtures complete, including cutting and

making good the walls and floors wherever

17.1.1 White Vitreous china Orissa pattern W.C. pan Each 2 6767.4 13534.8

7 of size 580x440 mm with integral type foot

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device (handle

lever), conforming to IS : 7231, with all

fittings and fixtures complete, including

cutting and making good the walls and floors

wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic Each 7 6515.55 45608.85

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.7.4 White Vitreous China Flat back wash basin Each 12 1879.2 22550.4

9 size 550x 400 mm with single 15 mm C.P.

brass pillar tap

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing mirror of superior glass

(of approved quality) and of required shape

17.32 and size with plastic moulded frame of

approved make and shade with 6 mm thick

hard board backing :

Providing and filling the joints with spun yarn,

17.36 cement slurry and cement mortar 1:2 ( 1

cement : 2 fine sand) in S.C.I./ C.I. Pipes :

Providing and fixing trap of self cleansing

design with screwed down or hinged grating

17.60 with or without vent arm complete, including

cost of cutting and making good the walls

17.60.2 100 mm inlet and 75 mm outlet

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of Each 13 708.95 9216.35

14 645 mm, width 78 mm and effective height

of 88 mm, weighing not less than 190 gms.

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, including

all CPVC plain & brass threaded fittings and

fixing the pipe with clamps at 1.00 m

spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement

and the cost of cutting chases and making

good the same including testing of joints

complete as per direction of Engineer in

Charge. Concealed work, including cutting

chases and making good the walls etc.

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply including

all CPVC plain & brass threaded fittings This

includes jointing of pipes & fittings with one

step CPVC solvent cement, trenching, refilling

& testing of joints complete as per direction

of Engineer in Charge. External work

18.15S BRASS FITTINGS

Providing and fixing brass bib cock of

approved quality :

Providing and fixing brass stop cock of

approved quality :

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality (screwed

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

Providing and fixing C.P. brass shower rose

with 15 or 20 mm inlet

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Constructing masonry Chamber 60x45x50

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

(1 cement : 4 coarse sand) for water meter

complete with C.I.double flap surface box

400x200x200 mm (inside) with locking

arrangement and RCC top slab 1:1.5:3 mix (1

cement : 1.5 coarse sand : 3 graded stone

18.37 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 :

18.37.1 With common burnt clay F.P.S.(non modular) Each 10 9698.55 96985.5

bricks of class designation 7.5

18.48 Providing and placing on terrace (at all floor Per 5000 11 55000

levels) polyethylene water storage tank, IS : Litre

12701 marked, with cover and suitable

25 locking arrangement and making necessary

holes for inlet, outlet and overflow pipes but

without fittings and the base support for

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.65 Providing and fixing PTMT soap Dish Holder Each 13 111.45 1448.85

having length of 138mm, breadth 102mm,

26 height of 75mm with concealed fitting

arrangements, weighing not less than 106

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed

stoneware pipes class SP-1 with stiff mixture

19.1 of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of

joints etc. complete :

Making soak pit 2.5 m diameter 3.0 metre

deep with 45 x 45 cm dry brick honey comb

19.32 shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per

standard design.

19.32.1 With common burnt clay F.P.S. (non modular) Each 5 26861.9 134309.5

bricks of class designation 7.5

Item- 3 Provision of GLR of 10,000 litres capacity with borewell

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

2.0 EARTH WORK

2.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 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.

2.25 Filling available excavated earth (excluding cum 1.2 196 235.2

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

2.27 Supplying and filling in plinth with sand under cum 1.2 2123.75 2548.5

3 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 plinth level :

derived 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. Sqm 3 392.15 1176.45

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 20 842.5 16850

6 pilasters, buttresses, plinth and string

5.9.3 Suspended floors, roofs, landings, balconies Sqm 8 927.25 7418

and access platform

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 6.7 9655.7 64693.19

content of 350 kg /cum

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply including

all CPVC plain & brass threaded fittings This

includes jointing of pipes & fittings with one

step CPVC solvent cement, trenching, refilling

& testing of joints complete as per direction

of Engineer in Charge. External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality (screwed

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure, with

plastic floats complete :

Providing and fixing gun metal non- return

valve of approved quality (screwed end) :

18.19.1 25 mm nominal bore

18.19.4 50 mm nominal bore

22.0 WATER PROOFING

22.1S General

Providing and applying integral crystalline

slurry of hydrophilic in nature for

waterproofing treatment to the RCC

structures like retaining walls of the

basement, water tanks, roof slabs, podiums,

reservoir, sewage & water treatment plant,

tunnels / subway and bridge deck etc.,

prepared by mixing in the ratio of 5 : 2 (5

parts integral crystalline slurry : 2 parts

water) for vertical surfaces and 3 : 1 (3 parts

integral crystalline slurry : 1 part water) for

horizontal surfaces and applying the same

from negative (internal) side with the help of

synthetic fiber brush. The material shall meet

the requirements as specified in ACI-212-3R-

2010 i.e. by reducing permeability of

concrete by more than 90% compared with

control concrete as per DIN 1048 and

resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be

capable of self-healing of cracks up to a

width of 0.50 mm. The work shall be carried

out all complete as per specification and the

direction of the engineer-in-charge. The

product performance shall carry guarantee

for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per Sqm 28 472.9 13241.2

22.23.2 For horizontal surface one coat @1.10 kg per Sqm 12 362.8 4353.6

23.0 RAIN WATER HARVESTING & TUBEWELLS

23.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 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-

Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized

PVC medium well screen (RMS) pipes with

23.4 ribs, conforming to IS: 12818, including hire &

labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of

Engineer-in-charge.

23.12 Development of tube well in accordance with Hour 5 1085.05 5425.25

IS : 2800 (part I) and IS: 11189, to establish

maximum rate of usable water yield without

sand content (beyond permissible limit), with

required capacity air compressor, running the

compressor for required time till well is fully

developed, measuring yield of well by V

notch method or any other approved method,

measuring static level & draw down etc. by

step draw down method, collecting water

samples & getting tested in approved

laboratory, including disinfection of tubewell,

all complete, including hire & labour charges

of air compressor, tools & accessories etc., all

as per requirement and direction of Engineer-

Providing and fixing suitable size threaded

mild steel cap or spot welded plate to the top

23.13 of bore well housing/ casing pipe, removable

as per requirement, all complete for borewell

Providing and fixing M.S. clamp of required

dia to the top of casing/ housing pipe of

23.14 tubewell as per IS: 2800 (part I), including

necessary bolts & nuts of required size

Providing and fixing Bail plug/ Bottom plug of

23.15 required dia to the bottom of pipe assembly

of tubewell as per IS:2800 (part I).

Item- 4 Provision of BT Approach road

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

16.0 ROAD WORK

16.1S ROADS

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.9 Scarifying metalled (water-bound) road Sqm 360 33.3 11988

surface including disposal of rubbish, lead

1 upto 50 m and consolidation of the aggregate

received from scarifying with power road

roller of 8 to 10 tonne capacity.

16.30S PREMIX CARPET

Providing and applying tack coat using

bitumen emulsion conforming to IS:8887,

16.31 using emulsion pressure distributer including

preparing the surface & cleaning with

mechanical broom.

16.31.1 With rapid setting bitumen emulsion

2.5 cm premix carpet surfacing with 2.25

cum and 1.12 cum of stone chippings of 13.2

mm and 11.2 mm size respectively per 100

sqm and 52 kg and 56 kg of hot bitumen per

cum of stone chippings of 13.2 mm and 11.2

mm size respectively, including a tack coat

with hot straight run bitumen, including

consolidation with road roller of 6 to 9 tonne

capacity etc. complete (tack coat to be paid

for separately).

16.33.2 With paving Asphalt grade VG - 30 with no Sqm 360 294.95 106182

16.49S MISCELLANEOUS

16.50 Providing and fixing Glow studs of size Each 50 206.3 10315

100x20 mm made of heavy duty body shall

be moulded ASA (Acrylic styrene Acrylonitrile

) or HIP (High impact polystyrene) or ABS

having electronically welded micro- prismatic

lens with abrasion resistant coating as

approved by Engineer in charge. The glow

stud shall support a load of 13635 kg tested

in accordance with ASTM D4280. The slope of

retro- reflective surface shall be 35 (+/-5)

4 degress to base .The reflective panels on

both sides with at least 12 cm of reflective

area up each side. The luminance intensity

should be as per the specification and shall

be tested as described in ASTM I: 809 as

recommended in BS: 873 part 4 : 1973. The

studs shall be fixed to the Road surface using

the adhesive conforming to IS, as per

procedure recommended by the

manufacturer complete and as per direction

of Engineer-in-charge.

16.62 Providing and applying 2.5 mm thick road Sqm 20 747.8 14956

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.

Item- 5 construction of compound wall

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

2.0 EARTH WORK

2.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 128 736.4 94259.2

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.:

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement cum 14.4 9655.7 139042.08

content of 350 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 :

13.0 FINISHING

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 592 171.1 101291.2

6 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

13.80 Providing and applying white cement based Sqm 592 156.05 92381.6

putty of average thickness 1 mm, of

7 approved brand and manufacturer, over the

plastered wall surface to prepare the surface

even and smooth complete.

20.0 PILE WORK

20.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ

single under reamed piles of specified

diameter and length below pile cap in M-25

cement concrete, to carry a safe working load

20.3 not less than specified, excluding the cost of

steel reinforcement but including the cost of

boring with bentonite solution and the length

of the pile to be embedded in pile cap etc. all

complete. (Length of pile for payment shall

be measured upto to the bottom of pile cap) :

Item- 6 Garden pipe line works

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

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

18.15S BRASS FITTINGS

Providing and fixing brass stop cock of

approved quality :

Schedule A2-All items which are covered by CPWD-DSR 2020 -Horticulture for Tiruchchirappalli

Division - Except supply of reinforcement steel.(The 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 CPWD-DSR 2020 basic value)

Item- 1 Landscaping and Horticulture works

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

2.0 HORTICUTURE AND LANDSCAPING

2.1 Trenching in ordinary soil up to a depth of 60 cum 20 78.1 1562

cm including removal and stacking of

serviceable materials and then disposing of

surplus soil, by spreading and neatly levelling

within a lead of 50 m and making up the

trenched area to proper levels by filling with

earth or earth mixed with sludge or / and

manure before and after flooding trench with

water (excluding cost of imported earth,

sludge or manure).

Supplying and stacking at site dump manure

f r o m approved source, including carriage

2.4 upto 5 km lead complete (manure measured

in stacks will be reduced by 8% for payment)

2.4.1 Screened through sieve of I.S. designation 20 cum 20 254.15 5083

2.9 Mixing earth and sludge or manure in the cum 25 36.55 913.75

3 required proportion specified or directed by

the Officer-in-charge

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing Circular Cement Concrete pots of

specified size, cast with cement concrete of

nominal mix 1:2:4 (1 cement: 2 coarse sand:

4 graded stone aggregate 6 mm nominal

size), reinforced with 7 Nos ( 3 nos horizontal

& 4 nos vertical " U " shape) M.S. wires of 3.5

mm dia as per design, including required

form work, finishing with cement punning on

exposed surface, curing for specified period

and stacking in required rows & height, all

complete as per direction of Officer-in-

2.29.2 Top inside dia 30 cm, outer bottom dia 20 Each 30 184.1 5523

4 cm, total height 30 cm with wall thickness of

Filling of the following size empty pots with

mixture of good earth & manure in the ratio

of 2:1 (Two part of Good earth & one port of

manure) and placing them on appropriate

place i/c carriage of earth, manure and pots

up to 50 mtr, as per direction of officer

incharge. (The cost of good earth, earthen

pots & manure will be paid seperately.)

Bottom Dia & 25cm Perpendicular height.

Bottom Dia & 35cm Perpendicular height.

2.33 Providing and laying Neelgiri/Mexican grass Sqm 150 214.4 32160

turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level

and ramming with tools wooden (Dhurmos)

7 and then rolling the surface with light roller

make the surface smoothen and light

waterning with sprinkler and maintenance for

30 days or more till the grass establish

properly, as per direction of officer-in-charge

2.34 Providing & laying Selection no. 1 doob grass Sqm 150 87.5 13125

turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level

and ramming with required tools wooden and

8 then rolling the surface with light roller make

the surface smoothen and light watering the

same maintenance for 30 days or more till

the grass establish properly,as per direction

of officer in charge

2.56 Anti termite treatment of lawn area through Sqm 300 7.55 2265

premise 30.50% I P. one liter premise diluted

in 499 liters water and applying solution @

1.00 litre solution per sqm lawn or bed area.

(two application) i/c cost of chemical)and as

per direction of officer-in-charge.

Plantation of Trees, Shrubs, and Hedge at

site i/c watering and removal of

2.57 unserveiceable material's as per direction of

officer in charge (excluding cost of plant &

3.0 FOLIAGE AND SHADE LOVING PLANTS

3.18 Providing and displaying of Areca Palm Each 10 157.85 1578.5

having ht. 90 cm to 1.20 m with 4 to 5

suckers, well developed, fresh and healthy

with lush green foliage in 2 5 c m s i z e of

Earthen pot/Plastic pot & a s p e r direction of

the officer-in-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

3.35 Providing and displaying of Croton Duck Foot Each 10 322.9 3229

(Elite) having ht. 60 cm to 75 cm with 4 to 5

branches, well developed, fresh and healthy

colorful leaves in 2 5 c m s i z e o f Earthen

pot/Plastic p o t & a s p e r direction o f the

officer-in-charge.

5.0 ORNAMENTAL PLANTS

5.12 Providing and Displaying Bougainvillea Each 20 322.9 6458

named variety, Sobhra, Thima, Marry palmar,

Cherry Blossom etc. well developed with

fresh & healthy bushy in full bloom 75 to 90

cm ht. in 40 cm Cement Pot as per direction

of the officer-in-charge.

5.14 Providing and Displaying Cycus revoluta in 35 Each 10 1183.9 11839

cm challi, specimen, having 30 to 40 with

fresh and healthy, leaves having 25cm to

30cm Circumference of base stem well

developed as per direction of the officer-in-

5.30 Providing and Displaying Foxtail palm well Each 10 1183.9 11839

developed with fresh & healthy foliage of ht.

210 to 240 cm in big 40 cm Cement Pot as

per direction of the officer-in-charge.

5.40 Providing and Displaying Topiary of Ficus Each 10 1127.5 11275

Panda well developed with fresh & healthy

foliage with 3 to 4 Ball and 60 to 75 cm

spread each Ball, 135 to 150 cm ht., in 35 cm

Cement Tray /Cement Pot as per direction of

the officer-in-charge.

8.0 SHRUBS

8.49 Providing and stacking of Nerium oleander Each 10 30 300

(kaner) of height 45-60 cm. with 3-4

branches in poly bags of size 20 cm as per

direction of the officer-in-charge.

8.68 Providing and stacking of Tecoma Each 10 50 500

gaudichaudi of height 60-75 cm. with 5- 6

branches in p.bag of size 25 cm as per

direction of the officer-in-charge.

9.0 CREEPER PLANTS

9.1 Providing and stacking of Allamanda Each 20 45 900

cathartica of height 30 cm to 45 cm. in 20 cm

size o f Earthen pots / Plastic pots & a s per

direction of the officer-in-charge.

9.4 Providing and stacking of Bougainvillea Each 10 40 400

(Variety Butiana, Lady Mary Baring,

Mahara,Mohan,Scarlet Queen, Variegated,

Glabra Formosa, Peruviana Odissi, Paratha,

22 Subhra,Thimma, Spectabilis L.N Birla,

Refulgens) of height 30 cm. to 45 cm. with 2-

3 branches in 20 cm size of Earthen pots /

Plastic pots & as per direction of the officer-

11.0 MEDICINAL PLANTS

11.7 Providing and Stacking of Tulsi of ht. 30cm Each 10 20 200

23 with multi branches in Poly bag of size 20

cm. as per direction of the officer-in-charge.

Schedule A4-Supply of reinforcement steel only - Item/All Items which is/are covered by CPWD-DSR

2023 for Tiruchchirappalli Division and CPWD Specifications-2019. (The tenderer/contractor shall

quote a rate 'at par' or a collective percentage above or below the advertised value of schedule 'A4'

(The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value)

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 32704 107.85 3527126.4

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 18000 107.85 1941300

Fe-500D or more.

Schedule C1-Electrical Engineering portion work - Items which are not covered by Unified Standard

Schedule of rates 2021 and 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

Item- 1 Electrical concealing works

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

1 1 Supply and fixing of modular type sub control Each 15.00 1046.00 15690.00

board, 12 module, two row type, in a

concealed manner including chipping and

plastering etc. This shall be similar to cat.

Ref. No: (689011) for metal flush box, (6755

72) for white plate with frame, all of Mylinc

model of M/s. Legrand make or equivalent

including internal wiring.

2 2 Supply and fixing of modular type sub control Each 24.00 859.00 20616.00

board, 9 module one row type, in a concealed

manner including chipping and plastering

e t c . This shall be similar to cat. Ref. No:

(689029) for metal flush box, (6755 69) for

white plate with frame, all of Mylinc model of

M/s. Legrand make or equivalent including

internal wiring.

3 3 Supply and fixing of modular type sub control Each 12.00 335.00 4020.00

board, 3 module one row type, in a concealed

manner including chipping and plastering

e t c . This shall be similar to cat. Ref. No:

(689008) for metal flush box,(6755 63) for

white plate with frame, all of Mylinc model of

M/s. Legrand make or equivalent including

internal wiring.

4 4 Supply and fixing of modular type sub control Each 22.00 293.00 6446.00

board, 2 module one row type, in a concealed

manner including chipping and plastering

e t c . This shall be similar to cat. Ref. No:

(689007) for metal flush box, (6755 62) for

white plate with frame, all of Mylinc model of

M/s. Legrand make or equivalent including

internal wiring.

5 5 Supply and provision of 25 mm OD, rigid, Metre 1658.00 87.00 144246.00

heavy duty, PVC wiring conduit with ISI mark,

2 mm thick, conforming to IS.9537 part 1 and

3, suitable for electric wiring by surface with

necessary accessories such as PVC junction

boxes of required ways, bends, coupling,

elbows, Tees, couplings etc ceiling / beam

and wall opened for PVC pipes, as per

6 6 Chipping and opening of brick wall and Metre 415.00 38.00 15770.00

closing of opened wall after provision of one

metre PVC wiring conduit pipe and covered

with plastering in cement mortar of 1:6 CC

mix, as per specification.