(i) Construction of Running room 18 beds capacity in ground floor at Velankanni station and (ii) Improvement works to the existing carriage watering hydrant line and side drain between Road 1 and 2 at Mannargudi station.

Description:- Construction of Building Proper. Above/ Please see Item Breakup for details. 599463.10 AT Par 599463.10 Below/P

Description:- Water Supply and Sanitary arrangements Above/ Please see Item Breakup for details. 556783.45 AT Par 556783.45 Below/P

Description:- Provision of GLR of 10,000 litres capacity with borewell Above/ Please see Item Breakup for details. 301556.80 AT Par 301556.80 Below/P

Description:- Provision of BT Approach road Above/ Please see Item Breakup for details. 1347798.63 AT Par 1347798.63 Below/P ar

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Above/ Please see Item Breakup for details. 45524.25 AT Par 45524.25 Below/P

Description:- Garden pipe line works. 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 for Tiruchchirappalli Division - Landscaping and Horticulture works.(The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of 87673.25 schedule 'A2'(The advertised value is inclusive of Railways escalation over CPWD- DSR 2020 basic value) Above/ Please see Item Breakup for details. 87673.25 AT Par 87673.25 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 137098.12 above or below the advertised value of schedule 'A3' (The advertised value is inclusive of Railways scalation 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-All items which are covered by CPWD-DSR 2023 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 565632.86 schedule 'A1'(The advertised value is inclusive of Railways escalation over CPWD- DSR 2023 basic value) Above/ Please see Item Breakup for details. 99733.55 AT Par 99733.55 Below/P

Description:- Improvement works to the existing carriage watering hydrant between Rd 1 & 2 (50m) in MQ station Above/ Please see Item Breakup for details. 465899.31 AT Par 465899.31 Below/P

Description:- Improvement works to the existing side drain between Road 1 & 2 (50m) in MQ station S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A5-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 6192720.04 above or below the advertised value of schedule 'A5' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2023 basic value) Above/ Please see Item Breakup for details. 6192720.04 AT Par 6192720.04 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 TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Schedule () B1-Items which are not covered by Unified Standard Schedule of rates

shall quote unit rate).

Description:- Boring/ drilling bore well for required dia for casing/ strain pipe by suitable method

submitting strata chart/ bore log, including hire and running charges of all equipments tools plants and machineries required for the job all complete as per direction of Engineer in- charge.

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)

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 TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B2--Items which are not covered by Unified Standard Schedule of rates

401186.00 shall quote unit rate)-Improvement works to the existing carriage watering hydrant between Rd 1 & 2 (50m) in MQ station.

Description:- Supply and fixing of Galvanized Mild Steel pipes 100mm dia as per 1239/part I/1990

including cost of materials, lead lift conveyance,tax, track crossing if any, incidental charges etc., complete by the contractor and as directed by the Engineer's representative.

Description:- Supply and fixing of Galvanized Mild Steel Tees(heavy) 100mm X 100mm X 50mm of

crossing if any, incidental charges etc., complete by the contractor and as directed by the Engineer's representative

Description:- Supply and fixing of GI 110 mm valve of approved quality and specifications with all

incidental charges etc, complete by the contractor and as |directed by the Engineer's representative.

Description:- Supply and fixing of GI union 100 mm dia of approved quality and specifications with

,incidental charges etc., complete by the contractor and as directed by the engineer's representative.

plants, materials including lead, lift, conveyance, track crossing if any, incidental charges etc., complete by the contractor and as directed by the engineer's representative

Description:- Supply and fixing of GI elbow 25mm of approved quality and specifications with with

,incidental charges etc., complete by the contractor and as directed by the engineer's representative.

all labour , materials, lead, lift,loading, unloading, incidental charges,taxes,etc.,complete by the contractor and as directed by the Engineer's representative

Audco valve as hose holder for water hydrant inclusive of contractors tools and plants labour consumables all as directed by the engineer in charge

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

Description:- Laying and jointing in position of Railway's galvanized Mild Steel pipes of 100 mm diameter over existing hydrant posts including cutting to required lengths of 6.0 metre

materials and Railway's specials such as Tee, Bend, Valves U bolts and nuts with all labour, materials, tools and plant, fixing accessories, jointing materials, lead, lift, track crossing if any, incidental charges etc., complete by the contractor and as directed by the Engineer's representative

track at various locations in the site of work with contractor's abrasive rail cutters duly lifting and placing on wooden blocks on leveled

Description:- Fabrication and erection of hydrant support rail post using Railways rail of any section, welding bottom plate using MS 0.2 x 0.2 x 8mm plated bottom and at top with MS plate 0.3

welding method rail to MS) leading the rail to spot and erecting position with true vertical. Rate includes all labour, cost of material, welding, jointing, placing in position etc., complete by the contractor and as directed by the Engineer's representative TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY 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.

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

2.6 m in width as well as 10 sqm on plan)

including getting out and disposal of

excavated earth lead upto 50 m and for all

lift, as directed by Engineer-in-charge.

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 all lift.

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

3 under 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, Sqm 240 392.15 94116

etc. for mass concrete

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

and access platform

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 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

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

c e m e n t , admixtures in recommended

proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve

durability and workability without impairing

strength; including pumping of concrete to

site of laying, curing, carriage for all leads;

but excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 145 9504.75 1378188.75

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 148 9860.4 1459339.2

cement 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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 complete.

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in

9.1 position with hold fast lugs or with dash

fasteners of required dia & length (hold fast

lugs or dash fastener shall be paid for

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 Sqm 5.4 176.4 952.56

mm 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

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

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

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 850 238.35 202597.5

plugs screws etc.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 :

Providing and fixing aluminium tower bolts,

ISI marked, anodised (anodic coating not

less 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

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. Metre 65 492.7 32025.5

door 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-Charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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 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 &

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

9.147 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 separately.

Two track two panels sliding window with

9.147.A1 Aluminium channel for roller track, wool

pile, nylon rollers with SS 304 body.

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

32 & above) 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 body.

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

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

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

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

36 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.,

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 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

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 :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

13.16S 6 mm CEMENT PLASTER

13.16 6 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 @ Sqm 108.56 171.1 18574.62

1.43 ltr/10 sqm over and including priming

coat of exterior primer applied @ 0.90

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 Sqm 16.22 176.25 2858.78

Surface Paint of required shade. Two or

more coat applied @ 0.90 ltr/10 sqm over

an under coat of primer applied @0.75

ltr/10 sqm of approved brand and

13.48.3 Painting Steel work with Deluxe Multi Sqm 200 170.7 34140

Surface Paint to give an even shade. Two or

more coat applied @ 0.90 ltr/10 sqm over

an under coat of primer applied @ 0.80

ltr/10 sqm of approved brand and

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

approved brand and manufacture, having

low VOC (Volatile Organic Compound )

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 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).

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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

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-charge.

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

21.1 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

21.1.1.2 Powder coated aluminium (minimum Kg 60 530.9 31854

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 60 1115.4 66924

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 complete.

Item- 2 Water Supply and Sanitary arrangements

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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 expansion.

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 required:

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

7 pan of size 580x440 mm with integral type

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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

17.36 yarn, 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 and floors :

17.60.2 100 mm inlet and 75 mm outlet

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

17.73 cleats with CP brass screws with concealed

fittings arrangement of approved quality

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

18.8 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

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply

including all CPVC plain & brass threaded

18.9 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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 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

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

modular) bricks of class designation 7.5

18.48 Providing and placing on terrace (at all floor Per 2000 11 22000

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

19.1 mixture 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 Each 5 26861.9 134309.5

modular) bricks of class designation 7.5

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5

2.6 m in width as well as 10 sqm on plan)

including getting out and disposal of

excavated earth lead upto 50 m and for all

lift, as directed by Engineer-in-charge.

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 all lift.

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

3 under 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, Sqm 3 392.15 1176.45

etc. 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

c e m e n t , admixtures in recommended

proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve

durability and workability without impairing

strength; including pumping of concrete to

site of laying, curing, carriage for all leads;

but excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cum 4.5 9655.7 43450.65

cement 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

18.9 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

22.23 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 25 472.9 11822.5

22.23.2 For horizontal surface one coat @1.10 kg Sqm 10 362.8 3628

23.0 RAIN WATER HARVESTING & TUBEWELLS

23.1S General

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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-charge.

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.

Providing and fixing suitable size threaded

mild steel cap or spot welded plate to the

23.13 top of bore well housing/ casing pipe,

removable as per requirement, all complete

for borewell of:

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

23.15 of 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

16.1 Preparation and consolidation of sub grade Sqm 160 218.9 35024

with power road roller of 8 to 12 tonne

capacity after excavating earth to an

average of 22.5 cm depth, dressing to

camber and consolidating with road roller

including making good the undulations etc.

and re-rolling the sub grade and disposal of

surplus earth with lead upto 50 metres.

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).

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.33.2 With paving Asphalt grade VG - 30 with no Sqm 160 294.95 47192

16.49S MISCELLANEOUS

16.50 Providing and fixing Glow studs of size Each 20 206.3 4126

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) 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-

Providing and laying Dense Graded

Bituminous Macadam using crushed stone

aggregates of specified grading, premixed

with bituminous binder and filler,

transporting the hot mix to work site by

tippers, laying with paver finisher equipped

16.54 with electronic sensor to the required grade,

level and alignment and rolling with smooth

wheeled, vibratory and tandem rollers as

per specifications to achieve the desired

compaction and density, complete as per

specifications and directions of Engineer-in-

16.54.1 50 to 100 mm average compacted thickness cum 8 11129.55 89036.4

with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and

lime filler @2% (percentage by weight of

Aggregate) prepared in Batch Type Hot Mix

Plant of 100-120 TPH capacity.

16.62 Providing and applying 2.5 mm thick road Sqm 8 747.8 5982.4

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.

16.79 Providing, laying, spreading and compacting cum 40 2914.3 116572

graded stone aggregate (size range 53 mm

to 0.075 mm ) to wet mix macadam (WMM)

specification including premixing the

material with water at OMC in for all leads &

lifts, laying in uniform layers with

mechanical paver finisher in sub- base /

base course on well prepared surface and

compacting with vibratory roller of 8 to 10

tonne capacity to achieve the desired

density, complete as per specifications and

directions of Engineer-in-Charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Item- 5 construction of compound wall.

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

2.8 plan), 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 m.

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 120 736.4 88368

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

c e m e n t , admixtures in recommended

proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve

durability and workability without impairing

strength; including pumping of concrete to

site of laying, curing, carriage for all leads;

but excluding the cost of centering,

shuttering, finishing and reinforcement as

per direction of the engineer-in-charge, for

the following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cum 13.5 9655.7 130351.95

cement 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

13.1S CEMENT PLASTER (IN FINE SAND)

13.3 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 @ Sqm 450 171.1 76995

1.43 ltr/10 sqm over and including priming

coat of exterior primer applied @ 0.90

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 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 for Tiruchchirappalli Division -

Landscaping and Horticulture works.(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 cum 20 78.1 1562

60 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%

2.4.1 Screened through sieve of I.S. designation 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-charge.

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.)

2.31.6 Size of Empty Pots 25cm Top dia, 15cm Each 20 22.25 445

Bottom Dia & 25cm Perpendicular height.

2.31.7 Size of Empty Pots 35cm Top dia, 25cm Each 20 45.75 915

Bottom Dia & 35cm Perpendicular height.

2.33 Providing and laying Neelgiri/Mexican grass Sqm 100 214.4 21440

turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level

and ramming with tools wooden (Dhurmos)

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-

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

grass turf with earth 50mm to 60mm

thickness of existing ground prepared with

proper level and ramming with required

8 tools wooden and 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 200 7.55 1510

premise 30.50% I P. one liter premise

diluted in 499 liters water and applying

9 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-

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 & as per direction of

the officer-in-charge.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

3.35 Providing and displaying of Croton Duck Each 10 322.9 3229

Foot (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 of

Earthen pot/Plastic pot & as per direction of

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 Each 10 1183.9 11839

35 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 5 1183.9 5919.5

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 5 1127.5 5637.5

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

c m size o f Earthen pots / Plastic pots & as

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-All items which are covered by CPWD-DSR 2023 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 'A1'(The advertised value is inclusive

of Railways escalation over CPWD-DSR 2023 basic value)

Improvement works to the existing carriage watering hydrant between Rd 1 & 2 (50m) in MQ

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

2.8 plan), 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 m.

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 20 mm nominal size

derived from natural sources)

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)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

4.3.3 Columns, piers, abutments, pillars, posts Sqm 43.2 961.3 41528.16

13.0 FINISHING

13.44S EXTERIOR FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 2 Improvement works to the existing side drain between Road 1 & 2 (50m) in MQ station

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

2.6 m in width as well as 10 sqm on plan)

including getting out and disposal of

excavated earth lead upto 50 m and for all

lift, as directed by Engineer-in-charge.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

derived from natural sources : 8 graded

stone aggregate 40 mm nominal size

derived from natural sources)

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, Sqm 24 392.15 9411.6

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 168 842.5 141540

5 pilasters, buttresses, plinth and string

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 8.4 10585.9 88921.56

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

6 cost of required centering, shuttering but ,

excluding 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).

Schedule A5-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 'A5'

(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

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Kg 39919.75 107.85 4305345.04

Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 17500 107.85 1887375

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

control 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 Each 24.00 859.00 20616.00

control board, 9 module one row type, in a

concealed manner including chipping and

plastering etc. 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 Each 12.00 335.00 4020.00

control board, 3 module one row type, in a

concealed manner including chipping and

plastering etc. 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 Each 22.00 293.00 6446.00

control board, 2 module one row type, in a

concealed manner including chipping and

plastering etc. 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 specification.

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.