[1]Provision of STP (50KLD) with UG tank, Water Supply Pipeline, Pump house & Waste water flow system at Railway Hospital, Solapur.[2] Sewage treatment plant (50 KLD) with UG tank, water pipe line & pump house at SDB under ADEN/KLBG.

under ADEN/KLBG.

Item- 1 CPWD DSR 2023 ITEM

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 in width as

2.6 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-

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.7 well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-

2.25 Filling available excavated earth (excluding cum 250 196 49000

rock) in trenches, plinth, sides of foundations

4 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.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts, struts,

4.2 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

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 :

8 4.3.1 Foundations, footings, bases for columns Sqm 100 392.15 39215

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

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, etc. Sqm 400 392.15 156860

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 400 842.5 337000

12 pilasters, buttresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 350 927.25 324537.5

access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 250 736.4 184100

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 200 961.3 192260

5.9.7 Stairs, (excluding landings) except spiral- Sqm 50 764.95 38247.5

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level cum 30 10585.9 317577

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 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).

5.22S STEEL REINFORCEMENT

SOLAPUR DIVISION-ENGG/CENTRAL 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 Fe- Kg 10500 107.85 1132425

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 8100 107.85 873585

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

5.33 accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 70 9504.75 665332.5

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 50 9655.7 482785

content of 350 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 80 9860.4 788832

content of 330 kg /cum

5.33.2.2 Concrete of M30 grade with minimum cement cum 60 10011.35 600681

content of 350 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

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 :

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard stone in

foundation and plinth including levelling up with

7.1 cement concrete 1:6:12 (1 cement : 6 coarse

sand : 12 graded stone aggregate 20 mm

nominal size) upto plinth level with :

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

SOLAPUR DIVISION-ENGG/CENTRAL 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

9.7.7 Float glass panes

9.7.7.1 4 mm thick glass pane (weight not less than Sqm 10 2241.8 22418

9.12 Extra for providing frosted glass panes 4 mm Sqm 10 176.4 1764

thick (weight not less than 10 kg per sqm)

instead of ordinary float glass panes 4 mm thick

31 (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 measured).

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.

9.20.2 30 mm thick including ISI marked Stainless Sqm 10 3167.95 31679.5

Steel butt hinges with necessary screws

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I) non-

decorative type, core of block board

9.21 construction with frame of 1st class hard wood

and well matched commercial 3 ply veneering

with vertical grains or cross bands and face

veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Sqm 10 2392.65 23926.5

Steel butt hinges with necessary screws

9.105S GYPSUM BOARD PARTITIONS

9.121 Providing and fixing Fiber Glass Reinforced Metre 25 570.95 14273.75

plastic (FRP) Door Frames of cross-section 90

mm x 45 mm having single rebate of 32mm x

15 mm to receive shutter of 30 mm thickness.

The laminate shall be moulded with fire

resistant grade unsaturated polyester resin and

chopped mat. Door frame laminate shall be 2

mm thick and shall be filled with suitable

wooden block in all the three legs. The frame

shall be covered with fiber glass from all sides.

M.S. stay shall be provided at the bottom to

steady the frame.

9.122 Providing and fixing to existing door frames.

SOLAPUR DIVISION-ENGG/CENTRAL RLY

9.122.2 30 mm thick Fiberglass Reinforced Plastic Sqm 10 4488.95 44889.5

(F.R.P.) flush door shutter in different plain and

wood finish made with fire retardant grade

unsaturated polyester resin, moulded to 3 mm

thick FRP laminate all around, with suitable

wooden blocks inside at required places for

fixing of fittings and polyurethane foam

(PUF)/Polystyrene foam to be used as filler

material throughout the hollow panel, casted

monolithically with testing parameters of F.R.P.

laminate conforming to table - 3 of IS: 14856,

complete as per direction of Engineer-in-charge.

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, fixed with Kg 700 117.35 82145

or without connecting plate, including cutting,

36 hoisting, fixing in position and applying a

priming coat of approved steel primer all

10.2 Structural steel work riveted, bolted or welded Kg 1500 133.7 200550

in built up sections, trusses and framed work,

37 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.1 In stringers, treads, landings etc. of stair cases, Kg 500 123.6 61800

38 including use of chequered plate wherever

required, all complete

Providing and fixing hand rail of approved size

by welding etc. to steel ladder railing, balcony

10.26 railing, staircase railing and similar works,

including applying priming coat of approved

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 30 1096.55 32896.5

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.,

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.,

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing 100 mm diameter and 60

12.37 cm long rain water spout in cement mortar 1:4

(1 cement : 4 fine sand).

SOLAPUR DIVISION-ENGG/CENTRAL RLY

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

12.41 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion, (i) Single socketed pipes.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

15 mm cement plaster on rough side of single

or half brick wall of mix:

CEMENT PLASTER WITH A FLOATING COAT OF

15 mm cement plaster on rough side of single

13.8 or half brick wall finished with a floating coat of

neat cement of mix :

13.37S INTERIOR FINISHING

13.37 White washing with lime to give an even shade :

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than 50

13.41 gram/litre, of approved manufacturer and of

required shade and colour all complete to

achieve even shade and colour :

13.41.1 New work (two or more coats) over and Sqm 200 185.65 37130

including water thinnable priming coat with

cement primer having VOC content less than 50

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 200 116.9 23380

Finishing with Deluxe Multi surface paint system

13.48 for interiors and exteriors using Primer as per

manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 Sqm 500 193.7 96850

51 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr /10 sqm

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 450 170.7 76815

Paint to give an even shade. Two or more coat

52 applied @ 0.90 ltr/10 sqm over an under coat of

primer applied @ 0.80 ltr/10 sqm of approved

brand and manufacture

13.80 Providing and applying white cement based Sqm 125 156.05 19506.25

putty of average thickness 1 mm, of approved

53 brand and manufacturer, over the plastered

wall surface to prepare the surface even and

smooth complete.

13.91 Removing dry or oil bound distemper, water Sqm 287 25.15 7218.05

proofing cement paint and the like by

54 scrapping, sand papering and preparing the

surface smooth including necessary repairs to

scratches etc. complete.

16.0 ROAD WORK

SOLAPUR DIVISION-ENGG/CENTRAL RLY

16.1S ROADS

16.3 Supplying and stacking at site.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, and all CPVC plain

& brass threaded fittings, including fixing the

18.7 pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one

step CPVC solvent cement and testing of joints

complete as per direction of Engineer in Charge.

( Internal work - Exposed on wall )

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

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, including cutting and

making good the walls etc. ( Internal work -

Exposed on wall )

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling etc.

Making connection of G.I. distribution branch

with G.I. main of following sizes by providing

and fixing tee, including cutting and threading

the pipe etc. complete :

18.14 Fixing water meter and stop cock in G.I. pipe Each 5 812.3 4061.5

line including cutting and threading the pipe

72 and making long screws etc. complete (cost of

water meter and stop cock to be paid

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

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

SOLAPUR DIVISION-ENGG/CENTRAL RLY

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

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

Providing and laying S&S centrifugally cast

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

C.I. SLUICE VALVES/ FIRE HYDRANTS &

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 locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

18.59S AIR VALVE & WATER METER (BULK TYPE)

Providing and fixing C.I. double acting air valve

of approved quality with bolts, nuts, rubber

insertions etc. complete (The tail pieces, tapers

etc if required will be paid separately) :

Providing and fixing enclosed type water meter

(bulk type) conforming to IS : 2373 and tested

18.60 by Municipal Board complete with bolts, nuts,

rubber insertions etc. (The tail pieces if required

will be paid separately) :

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing, laying and jointing glazed stoneware

pipes class SP-1 with stiff mixture of cement

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

fine sand) including testing of joints etc.

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed with

19.6 stiff mixture of cement mortar in the proportion

of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete :

22.0 WATER PROOFING

22.1S General

SOLAPUR DIVISION-ENGG/CENTRAL RLY

22.24 Providing and applying integral crystalline (dry Sqm 210 309.6 65016

shake) of hydrophilic in nature for water

proofing treatment to the RCC structures like

basement raft, foundation slab, sewage & water

treatment plant slab, warehouses floor, parking

structures and water tank base slab etc.

sprinkled @0.60kg per sqm or higher as

recommended by the manufacturer's

specification over the lean concrete of above

cited structures. The material shall meet the

88 requirements as specified in ACI-212-3R-2010

i.e. by reducing permeability of concrete by

more than 85%, compared control concrete as

per DIN 1048 and resistant to 16 bar

hydrostatic pressure on negative side. The

crystalline dry-shake 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.