Construction of External Development Work at National Law University, Odisha.

each deposited layer by ramming and watering, lead up to 50 m and lift

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

Supplying chemical emulsion in sealed containers including delivery as

specified Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) :

Along external wall where the apron is not provided using chemical

emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a

depth of 300mm including excavation channel along the wall & rodding

etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1%

Treatment of soil under existing floors using chemical emulsion @ one

litre per hole, 300 mm apart including drilling 12 mm diameter holes and

7 2.35.3.1 plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the Sqm 16.62 272.37 4526.79

existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%

B 4.00 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth level :

1 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 Cum 3.66 7092.54 25958.70

graded stone aggregate 40 mm nominal size derived from natural

Centering and shuttering including strutting, propping etc. and removal of

form work for : Foundations, footings, bases for columns.

Providing and laying damp-proof course 50mm thick with cement concrete

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20mm nominal size derived from natural

Extra for providing and mixing water proofing material in cement concrete Per 50

4 4.12 work in doses by weight of cement as per manufacturer's specification. kg 0.91 60.77 55.30

Providing & applying a coat of residual petroleum bitumen of grade of VG-

10 of approved quality using 1.7kg per square metre on damp proof

course after cleaning the surface with brushes and finally with a piece of

cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size)

over 75mm thick bed of dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted with fine sand, including necessary

excavation, levelling & dressing & finishing the top smooth.

C 5.00 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and removal of

1 5.9.1 form for :Foundations, footings, bases of columns, etc. for mass concrete. Sqm 40.97 327.45 13415.63

Centering and shuttering including strutting, propping etc. and removal of

2 5.9.3 form for : Suspended floors, roofs, landings, balconies and access Sqm 14.82 815.08 12079.49

Centering and shuttering including strutting, propping etc. and removal of

form for : Shelves (Cast in situ)

Centering and shuttering including strutting, propping etc. and removal of

4 5.9.5 form for : Lintels, beams, plinth beams, girders, bressumers and Sqm 11.75 646.86 7600.61

Centering and shuttering including strutting, propping etc. and removal of

form for :Columns, Pillars, Piers, Abutments, Posts and Struts.

Centering and shuttering including strutting, propping etc. and removal of

form for :Weather shade, Chajjas, corbels etc., including edges.

Steel reinforcement for R.C.C. work including straightening, cutting,

7 5.22.6 bending, placing in position and binding all complete upto plinth level. Kg 893.32 95.33 85159.78

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening, cutting,

8 5.22A.6 bending, placing in position and binding all complete above plinth level. Kg 1005.59 95.33 95862.89

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

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 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. Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement. All works upto plinth

level. Concrete of M25 grade with minimum cement content of 330

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 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

10 5.33.2.1 reinforcement as per direction of the engineer -in-charge; for the following Cum 6.44 10718.33 69026.05

grades of concrete. Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement All works above plinth

level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Add for using extra cement in the items of design mix over and above the

specified cement content therein.

D 6.00 BRICK WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class

1 6.1.2 designation 7.5 in foundation and plinth in: Cement Cum 3.82 7105.04 27141.25

mortar 1:6 (1 cement : 6 coarse sand)

Brick work with non modular fly ash bricks conforming to IS:12894, class

designation 10 average compressive strength in super structure above

plinth level up to floor V level in : Cement mortar

1:6 (1 cement : 6 Coarse sand)

Half brick masonry with non modular fly ash bricks of class designation

10, conformingio IS :12894, in super structure above plinth and upto floor

V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

F 9.00 WOOD, WPC & uPVC WORK

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60

(Suspension Grade), calcium carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic additives (maximum toxicity index of

12 for 100 gms) fabricated with miter joints after applying PVC solvent

cement and screwed with full body threaded star headed SS screws

having minimum frame density of 750 kg/ cum, screw withdrawal strength

of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58

N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of

1 26.86.4 flame of Class A category with property of being termite/borer proof, metre 5.25 1035.03 5433.91

water/moisture proof and fire retardant and fixed in position with M.S hold

fast/lugs/SS dash fasteners of required dia and length complete as per

direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners

shall be paid for separately).Note: For WPC solid door/window frames,

minus 5mm tolerance in dimensions i.e depth and width of profile shall be

acceptable. Variation in profile dimensions on plus side shall be

acceptable but no extra payment on this account shall be made. Frame

size 50 x 100 mm

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid plain flush door shutter of required size comprising of

virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate

and natural fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) &

900 N (Edge), minimum compressive strength 50 N/mm2, modulus of

elasticity 850 N/mm2 and resistance to spread of flame of Class A

category with property of being termite/ borer proof, water/moisture proof

and fire retardant and fixing with stainless steel butt hinges of required

size with necessary full body threaded star headed counter sunk S.S

screws, all as per direction of Engineer-In- Charge. (Note: stainless steel

butt hinges and necessary S.S screws shall be paid separately) 30

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Providing and fixing M.S. grills of required pattern in frames of windows

etc. with M.S. flats, square or round bars etc. including priming coat with

approved steel primer all complete.Fixed to openings /wooden frames with

rawl plugs screws etc.

Providing and fixing aluminium sliding door 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 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 : 300x10

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 : 125 mm

Providing and fixing aluminium hanging floor door stopper, l5l marked,

anodised (anodic coatinS not less than grade AC 10 as per 15 : 1868)

transparent or dyed to required colour and shade, with necessary screws

etc. complete. Twin rubber stopper

Providing and fixing factory made uPVC white colour sliding glazed

window upto 1.50 m in height dimension comprising of uPVC multi-

chambered frame with in-built roller track and sash extruded profiles duly

reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made

from roll forming process of required length (shape & size according to

uPVC profile), appropriate dimension of uPVC extruded glazing beads

and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white

powder coated) touch locks with hook, zinc alloy body with single nylon

rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm

size for fixing frame to finished wall and necessary stainless steel screws

etc. Profile of frame & sash shall be mitred cut and fusion welded at all

corners, including drilling of holes for fixing hardware's and drainage of

water etc. After fixing frame the gap between frame and adjacent finished

8 9.147D.2 wall shall be filled with weather proof silicon sealent over backer rod of

required size and of approved quality, all complete as per approved

drawing & direction of Engineer-in-Charge. (Single / double glass panes,

wire mesh and silicon sealent shall be paid separately)

Note: For uPVC frame and sash extruded profiles minus 5% tolerance in

dimension i.e. in depth & width of profile shall be acceptable. Variation in

profile dimension in higher side shall be accepted but no extra payment on

this account shall be made.

Three track three panels sliding window with fly proof SS

wire mesh (Two nos. glazed & one no. wire mesh panels)

made of (small series) frame 92 x 44 mm & sash 32 x 60 mm Sqm 2.52 10665.32 26876.61

both having wall thickness of 1.9 ± 0.2 mm and single glazing

bead of appropriate dimension (Area of window upto 1.75 sqm).

Providing and fixing 5mm SGG Planilux Clear Toughened. Glass ,

9 MR-1.2 shutters and partitions etc. complete as per the architectural drawings and

the directions of engineer-in-charge .

G 10.00 STEEL WORK

Steel work welded in built up sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

1 10.25.2 primer using structural steel etc. as required In gratings, KG 1656.00 151.31 250569.36

frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm

thick M.S. sheet with its top surface hacked for proper bonding, top lid

2 10.18 shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm Each 1.00 196.93 196.93

dia round headed screws, one lock at the corners. Clamp shall be made of

12 mm dia M.S. bar bent to shape as per standard drawing.

H 11.00 FLOORING WORK

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 % and

conforming to I.S. 15622, of approved make, in all colours & shade, in

skirting, riser ofsteps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), including grouting the joint with white cement &

matching pigments etc. complete. GLAZED VITRIFED

Size of Tile 600x600 mm

Providing and laying Vitrified tiles in floor in different sizes (thickness to be

specified by the manufacturer) with water absorption less than 0.08% and

conforming to IS:15622, of approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse

sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the

11.41A.3. joints with white cement and matching pigments etc. The tiles must be cut

1 with the zero chipping diamond cutter only . Laying of tiles will be done

with the notch trowel, plier, wedge, clips of required thickness, leveling

system and rubber mallet for placing the tiles gently

Glazed Vitrified tiles Matt/Antiskid finish of size

Size of Tile 600 x 600 mm

J 13.00 FINISHING WORK

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

1 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 30.90 312.99 9671.39

18 mm cement plaster in two coats under layer 12 mm thick cement

2 13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick Sqm 65.11 470.78 30652.49

cement plaster 1:6 (1 cement : 6 fine sand).

3 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) Sqm 14.82 269.07 3987.62

Extra for providing and mixing water proofing material in cement plaster

work in proportion recommended by the manufacturers.

13.26 Providing and applying plaster of paris putty of 2 mm thickness over

5 13.26 plastered surface to prepare the surface even and smooth complete Sqm 45.72 227.87 10418.22

Wall painting with plastic emulsion paint of approved brand and

manufacture to give an even shade

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade: New

7 13.47.1 work (Two or more coats applied @ 1.43 ltr/10 sqm Sqm 65.11 172.63 11239.94

over and including priming coat of exterior primer applied

Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade : Two or more coats on new work

L 22.00 WATER PROOFING

Grading roof for water proofing treatment with.Cement concrete 1:2:4 (1

1 22.14.1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum 0.59 7986.26 4711.89

Providing and fixing Brass rose gold letters on wall as per direction of

Engineer in Charge

TOTAL AMOUNT -GATE & GUARD ROOM 0.00 0.00 1056634.67

TOTAL AMOUNT -GATE & GUARD ROOM 0.00 0.00 1056634.67

UNDERGROUND WATER TANK 0.00 0.00

A 2 EARTH WORKS 0.00 0.00

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in

1 2.6.1 width as well as 10 sqm on plan) including getting out and disposal of Cum 374.22 218.46 81752.10

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer -in-charge. All kinds of soils

Extra for every additional lift of 1.5 m or part thereof in excavation /

2 2.26.1 banking excavated or stacked materials. All kinds of soil Cum 187.11 111.12 20791.66

Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating

each deposited layer by ramming and watering, lead up to 50 m and lift

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

B 4 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth level :

1 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 Cum 9.56 7092.54 67804.68

graded stone aggregate 40 mm nominal size derived from natural

Centering and shuttering including strutting, propping etc. and removal of

form work for : Foundations, footings, bases for columns.

C 5 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and removal of

1 5.9.1 form for :Foundations, footings, bases of columns, etc. for mass concrete. Sqm 15.89 327.45 5203.18

Centering and shuttering including strutting, propping etc. and removal of

2 5.9.2 form for : Walls (any thickness) including attached pilasters, butteresses, Sqm 270.22 711.94 192380.43

plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of

3 5.9.3 form for : Suspended floors, roofs, landings, balconies and access Sqm 67.60 815.08 55099.41

Steel reinforcement for R.C.C. work including straightening, cutting,

4 5.22.6 bending, placing in position and binding all complete upto plinth level. Kg 7976.00 95.33 760352.08

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening, cutting,

5 5.22A.6 bending, placing in position and binding all complete above plinth level. Kg 912.60 95.33 86998.16

Thermo-Mechanically Treated bars of grade Fe-500D or more.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

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 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. Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement. All works upto plinth

level. Concrete of M25 grade with minimum cement content of 330

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 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

7 5.33.2.1 reinforcement as per direction of the engineer -in-charge; for the following Cum 8.14 10718.33 87247.21

grades of concrete. Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement All works above plinth

level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Add for using extra cement in the items of design mix over and above the

specified cement content therein.

G 10 STEEL WORK

Steel work welded in built up sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

1 10.25.2 primer using structural steel etc. as required In gratings, KG 70.00 151.31 10591.70

frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing hand rail of approved size by welding etc. to steel

2 10.26.3 ladder railing, balcony railing, staircase railing and similar works, including KG 30.00 191.61 5748.30

applying priming coat of approved steel primer.G.I. pipes

Supplying and fixing C.I. cover without frame for manholes : 560 mm

3 19.18.2 diameter C.I. cover (medium duty) the weight of Each 4.00 3422.80 13691.20

the cover to be not less than 58 kg

J 13 FINISHING WORK

1 13.15 20 mm cement plaster of mix ; sqm 205.60 438.72 90200.83

2 13.26 Neat cement punning sqm 205.60 227.87 46850.07

L 22 WATER PROOFING

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, reservior, 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

i 22.23.1 meet the requirements as specified in ACI-212-3R-2010 i.e by reducing Sqm 141.60 431.97 61166.95

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 0.50mm. The work shall be carried out all complete

as per specification and the direction of the engineerin - charge. The

product performance shall carry guarantee for 10 years against any

leakage. For vertical surface two coats @0.70 kg per sqm

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, reservior, 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

ii 22.23.2 meet the requirements as specified in ACI-212-3R-2010 i.e by reducing Sqm 64.00 331.22 21198.08

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 0.50mm. The work shall be carried out all complete

as per specification and the direction of the engineerin - charge. The

product performance shall carry guarantee for 10 years against any

leakage. For For horizontal surface one coat @1.10 kg per sqm.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

TOTAL AMOUNT -UNDERGROUND TANK 0.00 0.00 2216043.68

TOTAL AMOUNT -UNDERGROUND TANK 0.00 0.00 2216043.68

DETAILED EXTERNAL PLUMBING

A) EXTERNAL WATER SUPPLY WORK

Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc.

a) 18.12.4 32 mm nominal dia Pipes Metre 165.00 486.68 80302.20

b) 18.12.5 40 mm nominal dia Pipes Metre 50.00 593.70 29685.00

c) 18.12.8 80 mm nominal dia Pipes Metre 560.00 977.29 547282.40

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality :

a) 18.40.4 32 mm dia nominal bore Metre 165.00 19.56 3227.40

b) 18.40.5 40 mm nominal dia Pipes Metre 50.00 22.28 1114.00

c) 18.40.8 80 mm nominal dia Pipes Metre 560.00 38.70 21672.00

Providing and filling sand of grading zone V or coarser grade alround the

GI pipes in external work.

a) 18.41.4 32 mm dia nominal bore Metre 165.00 179.01 29536.65

b) 18.41.5 40 mm nominal dia Pipes Metre 50.00 181.29 9064.50

c) 18.41.8 80 mm nominal dia Pipes Metre 560.00 305.91 171309.60

Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

a) 18.17.2 32 mm nominal bore. Metre 1.00 627.25 627.25

b) 18.17.3 40 mm nominal bore. Metre 3.00 752.08 2256.24

c) 18.17.6 80 mm nominal bore. Metre 1.00 2368.63 2368.63

Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

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 :

With common burnt clay F.P.S.(non modular) bricks of class designation

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

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 :

With common burnt clay F.P.S.(non modular) bricks of class designation

B GARDEN IRRIGATION WORK

Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc.

a) 18.12.3 25 mm dia nominal bore Metre 1215.00 444.41 539958.15

b) 18.12.7 65 mm dia nominal bore Metre 100.00 817.26 81726.00

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality :

a) 18.40.3 25 mm diameter pipe Metre 1215.00 16.22 19707.30

b) 18.40.7 65 mm diameter pipe Metre 100.00 33.28 3328.00

Providing and filling sand of grading zone V or coarser grade alround the

GI pipes in external work.

b) 18.41.7 65 mm diameter pipe Metre 100.00 296.88 29688.00

Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

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 :

With common burnt clay F.P.S.(non modular) bricks of class designation

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

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 :

With common burnt clay F.P.S.(non modular) bricks of class designation

Providing & fixing in position 25 mm dia lawn hydrants consisting of 25

2.07 NON DSR mm dia Ball valve, GI nipple and threaded hose receiver complete as Each 25.00 2485.00 62125.00

C) EXTERNAL SEWER WORK

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, anddressing of sides, ramming of bottoms, depth

up to 1.5 m, including getting out the excavated soil, and then returning

3.01 2.1 the soil as required, in layers not exceeding 20 cm in depth, including

consolidatingeach deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Extra for Excavation trenches for pipes, cables etc. in all kind of soil for

3.02 2.11 depth exceeding 1.5m but not exceding 3m (Rate is over corresponding Metre 137.50 563.59 77493.63

basic item for depth up to 1.5m)

Earth work in excavation by mechanical means (Hydraulic excavator)

/manual means in foundation trenches or drains (not exceeding 1.5 m in

3.03 2.8 width or 10 Sqm on plan), including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kind of Soil cum 79.10 305.01 24126.29

Supplying and laying of following size DWC SN8 pipe ISI marked along

with all accessories like socket, bend, couplers etc. conforming to IS

16098, Part II complete with fitting and cutting,jointing etc.direct in ground

(75 cm below ground level) including excavation and refilling the trench

but excluding sand cushioning and protective covering etc., complete as

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes

3.05 19.2 including bed concrete as per standard design :

a) 19.2.3 200 mm diameter S.W. pipe metre 520.00 1357.53 705915.60

b) 19.2.4 250 mm diameter S.W. pipe metre 30.00 1569.82 47094.60

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size), inside plastering 12 mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement

and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

duty) 455x610 mm internal dimensions,total weight of cover and frame to

be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S.(non modular) bricks of class designation

Extra for depth for manholes:

Size 90x80x90 cm

With common burnt clay F.P.S.(non modular) bricks of class designation

Constructing Brick Masonry circular type manhole 0.91 m internal dia at

bottom and 0.56m dia at top with FPS bricks class designation 75 in

cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster

12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished

with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1

cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2

Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished

with a floating coat of neat cement complete as per standard design.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

0.91m deep with SFRC cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S:12592, total

weight of cover and frame to be not less than 182Kg. fixed in cement

19.9.1 concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate

20mm nominal size) including centering, shuttering all

complete.(Excavation foot rests and 12mm thick cement plaster at the

external surface shall be paid for separately)

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Extra depth for circuler type manholes 0.91 m internal dia ( at bottom )

beyond 0.91m to 1.67 m .

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Constructing Brick Masonry circular type manhole 1.22 m internal dia at

bottom and 0.56m dia at top with FPS bricks class designation 75 in

cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster

12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished

with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1

cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2

Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished

with a floating coat of neat cement complete as per standard design.

1.68m deep with SFRC cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S:12592, total

weight of cover and frame to be not less than 182Kg. fixed in cement

19.11.1 concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate

20mm nominal size) including centering, shuttering all

complete.(Excavation foot rests and 12mm thick cement plaster at the

external surface shall be paid for separately)

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Extra depth for circuler type manholes 1.22 m internal dia ( at bottom )

beyond 1.68m to 2.29 m .

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Constructing Brick Masonry circular type manhole 1.52 m internal dia at

bottom and 0.56m dia at top with FPS bricks class designation 75 in

cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster

12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished

with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1

cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2

Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished

with a floating coat of neat cement complete as per standard design.

2.30m deep with SFRC cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S:12592, total

weight of cover and frame to be not less than 182Kg. fixed in cement

19.13.1 concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate

20mm nominal size) including centering, shuttering all

complete.(Excavation foot rests and 12mm thick cement plaster at the

external surface shall be paid for separately)

with common burnt clay F.P.S.(non module) brick of class designation 7.5

Extra depth for circuler type manholes 1.52 m internal dia ( at bottom )

with common burnt clay F.P.S.(non module) brick of class designation 7.5

12 mm cement plaster finished with a floating coat of neat cement of mix :

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:

1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and suitable

3.15 19.16 to with stand the bend test and chemical resistance test as per Each 121.00 517.94 62670.74

specifications and having manufacture's permanent identification mark to

be visible even after fixing, including fixing in manholes with 30x20x15 cm

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement concrete

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

3.16 19.21 nominal size) cement plastered on both sides with cement mortar 1:3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete :

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

For pipes 100 to 250 mm diameter

D) EXTERNAL STORM WATER WORK

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, anddressing of sides, ramming of bottoms, depth

up to 1.5 m, including getting out the excavated soil, and then returning

4.01 2.1 the soil as required, in layers not exceeding 20 cm in depth, including

consolidatingeach deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of joints etc. complete :

For storm water pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) up to haunches of RCC.

pipes including bed concrete as per standard design :

Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement concrete

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

4.04 19.21 nominal size) cement plastered on both sides with cement mortar 1:3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete :

For pipes 250 to 300 mm diameter

E) WATER SUPPLY PUMPS & EQUIPMENTS

5.01 NON DSR Water transfer pump from UGT to OHT

Providing, fixing, commissioing, testing and of open well submersible

pump for each pump IP 58 protected electric enclosure comprising of 2

Nos. Electrical Driven Horizontal pumps with all accessories coupled to

motor suitable for operation on 200-240 volts, 1 phase 2900 RPM. motor

with SS 304 body all accessories such as NRVs, valves, common delivery

header complete in all repsects.

Pumps shall be suitable for 200-240volts 1 phase 50 Hz A.C supply &

shall be having the following specifications. Moc of pump -Impeller- CI,

csing - CI , shaft- SS 410.

Delivery header including all GI pipes, CI valves, CI NRV, bourden type

Pressure gauge & accessories complete.

All accessories for running two pumps with dry running protection etc.

a) Filter Feed Pump

Number of pumps : 2 Nos.(1 Working +1 stand by)

Flow Rate : 310 LPM

b) Domestic Water Transfer Pump

Number of pumps : 2 Nos.(1 Working +1 stand by)

Flow Rate : 420 LPM

Providing and fixing vertical type skid mounted of required diameter. The

shell shall be fabricated from M.S. plates conforming to IS: 2041 suitable

to withstand design pressure. The minimum thickness of shell shall be 6

5.02 NON DSR mm & dished shall be 8 mm thick which shall include corrosion allowance

and mill allowance respectively. The scaling allowance on dished ends to

be considered by the bidder as per requirement of IS:2825.

a) One no. pressure tight manholes and at least one no. pressure tight

side hole for maintenance purposes.

b) Initial charge of Filter Media.

c) Complete underdrain system and raw water distributor as per

manufacturer's design.

Complete MS C Class frontal face piping conforming to IS:1239) and

valves battery with CI Butterfly valves, pressure gauges and sampling

points at inlet and outlet. etc. covering all functions of service, backwash,

rinse, air release etc.

e) Pressure gauges (100 mm dia bourdon type pressure gauge)/ sampling

points as per manufacturer design.

f) All internal parts of the filtration plant shall be coated with two coats of

epoxy paint after thorough sand blasting. All external surfaces of the plant

including piping shall be coated with two coats of red iron oxide/zinc

chromate primer followed by two coats of high gloss enamel paint .

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

g) The filter shall be complete with all gaskets/fasteners of standard

quality as required.

h) The filter shall be designed to give rated output at given raw water

quality and flow rate without any operational problem and should not get

any loss of performance as long as the operating pressure remains within

the given range. Any additional provision is required to make the item

complete, the same should be included herein.

i) Filter shall be painted inside with minimum two coats of non-toxic

corrosion resistant paint and one coat of red oxide primer outside.

a) Dual Media Filter

Capacity : 18600 lph

Filtration rate : 20500 lph/m2

Filter dia approx. : 1000 mm

Working pressure : 3.0 kg/cm2

Test pressure : 5.0 kg/cm2 Set 1.00 208718.00 208718.00

Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe

conforming to IS 1239 including welding, fittings like elbows, tees, flanges,

tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with

suitable clamp/support frame and painting with two or more coats of

synthetic enamel paint of required shade complete as required :

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6

rating with bronze/gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets conforming to IS 13095 of following sizes as

Supplying and drawing following sizes of FRLS PVC insulated copper

DSR-2022 E&M conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop

earthing as requried.

Supplying and installing following size of perforated painted with powder

coating M.S. cable trays with perforation not more than 17.5%, in

5.07DSR-2022 E&Mconvenient sections, joined with connectors, suspended from the ceiling

with M.S. suspenders including bolts & nuts, painting suspenders etc as

a) 4.1.2 150mm width x 50mm depth x 1.6 mm thickness. Metre 10.00 642.24 6422.40

b) 4.1.3 200mm width x 50mm depth x 1.6 mm thickness. Metre 10.00 732.62 7326.20

Design, fabrication, assembling, wiring, supply, installation, testing and

commissioning of motor control centre shall be fabricated out of 14 gauge

CRCA sheet steel in form in 3b formation with reinforcement of suitable

size angle iron, channel ‘ T ’ sections irons and /or flats wherever

necessary. Cable gland plates shall be provided on top as well as at the

bottom of the panels. Panels shall be treated with all anticorrosive process

before painting as per specifications with 2 coats of red oxide primer and

5.08 NON DSR final approved shade of powder coated paint. 2 Nos. earthing terminals

shall be provided for 3 phase, 4 wire, 50 Hz supply system. Lifting hooks

shall also be provided in case of large panels. Approval shall be taken for

each panel before fabrication. Cadmium Plated hardware shall be used in

fabrication of panels. Quoted rates shall inclusive of cables, cable trays,

earthing (in accordance to specification) with earthing from panel to each

motor / equipment.

MCC for Plumbing system

1 Nos. 100A, 4P MCCB, 35KA, thermal magnetic based release (Ics = Icu

= 100%) with with O/L , S/C & E/F protection as per specification and with

following accessories

1 No. Digital MFM meter and 3 nos. CTs of ratio 100/5A , Class I accuracy

and 10 VA burden. digital multifunction meter suitable to measure voltage,

Ampere, Frequency, Power Factor with RS-485 Port

1 Set of ON/ OFF/TRIP Indicating LED Lamps with 2 Amp MCB.

1 Set of phase indicating LED lamps with 2 amp back up MCB.

1 No. 125A, 4P MCCB, 35KA, thermal magnetic based release (Ics = Icu

= 100%) with with O/L , S/C & E/F protection with 1 Set of ON/ OFF

Indicating LED Lamps with 2 Amp MCB.

4P copper bus bars of 163A capacity with heat shrinkable coloured

sleeves and i/c, SMC bus bars supports at required intervals complete for

cross section, size supports & their spacing etc. for withstanding fault level

of 35 KA for 1 sec.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

2 No. MPCB of 63 Amp. i/c 1.1 KW DOL starter and providing outgoing

feeder of 3 core, armoured coper cable of size of 6 Sq. mm to Filter feed

pump (including 1 No. as standby). Each compartment shall contain auto

/ manual selector swtich and indicating and pushbutton lamps etc. as

2 No. MPCB of 63 Amp. i/c 1.1 KW DOL starter and providing outgoing

feeder of 3 core, armoured coper cable of size of 6 Sq. mm to Domestic

Water Transfer pump (including 1 No. as standby). Each compartment

shall contain auto / manual selector swtich and indicating and pushbutton

lamps etc. as required.

Spare MCCBof following capacities:

63 amps 4P MCCB 2 Nos.

Necessary cable alleys, internal wiring, and interlocking, earthing for all

equipment shall also be included.

a. All MPCBs shall be of 35 KA breaking capacity and suitable for motor

duty application.

b. Provision shall be made to ensure system protection from dry running

c. All incomers and Buscoupler breakers shall be electrical and

mechanical interlocked with suitable accessories.

d. 2 Nos. Type-2 SPD 65kA 4P with 1No. Red Indicator Light for SPD

with 1Set. SPD Back up fuse 1P 50A 20kA including all necessary

For Plumbing System as described above. Set 1.00 166975.00 166975.00

F) RAIN WATER HARVESTIN 5 NO.

Earthwork in excavation by mechanical means ( Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5m in

6.01 2.8 width or 10 sqm on plan) including dressing of sides and ramming of

bottoms, lift up to 1.5m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, with in a lead of 50m.

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials

2.26.1 All kinds of soil

Qty for 1.5-3.0 M depth RWH & Desilt Chamber Cum 206.47 111.12 22942.95

Qty for 3.0-4.5 M depth RWH-Rate 2 Times Cum 141.85 222.23 31523.33

Qty for 4.5-5.75M depth-RWH -Rate-3 Times Cum 118.20 333.35 39401.97

Providing orange color safety foot rest of minimum 6mm thick plastic

encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS

:1786 having minimum cross section as 23mm x 25mm and over all

minimum length 263mm and width as 165mm with minimum 112mm

space between protrude legs having 2mm tread on top surface by ribbing

or chequering besides necessary and adequate anchoring projections on

6.03 19.16 tail length on 138mm as per standard drawing and suitable to with dtand Each 100.00 517.94 51794.00

the bend test and chemical resistance test as per specifications and

having manufacture's permanent identification make to be visible even

after fixing, including fixing in manholes with 30x20x15cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20mm nominal size) complete as per design.

6.04 13.4.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Sqm 217.35 326.70 71008.25

12 mm cement plaster finished with a floating coat of neat cement of mix :

Providing and laying in position cement concrete of specified grade

6.06 4.1 excluding the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Brick work with common burnt clay modular bricks of class designation 7.5

in foundation and plinth in:

6.2.2 Cement mortar 1:6 (1 cement :6 coarse sand) Cum 105.00 5901.32 619638.60

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,

6.09 23.3 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.

23.3.3 200 mm nominal size dia Metre 50.00 1032.79 51639.50

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming

6.1 23.4 to IS: 12818, including hire & labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia Metre 250.00 1168.84 292210.00

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Supplying, filling, spreading & leveling stone boulders of size range 5 cm

6.11 23.5 to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all Cum 17.66 1384.75 24454.69

complete as per direction of Engineer -in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10

mm, in the recharge pit, over the existing layer of boulders, in required

thickness, for all leads & lifts, all complete as per direction of Engineer-in-

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm

to 2 mm in recharge pit, in required thickness over gravel layer, for all

leads & lifts, all complete as per direction of Engineer -in-charge.

Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of Engineer-

Providing and laying in position specified grade of reinforced cement

6.15 5.1 concrete, excluding the cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate

20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 50.33 815.08 41022.98

6.17 5.9.16 Edges of slabs and breaks in floors and walls

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

G) BOREWELL (1 NOS.)

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, up to 90 metre depth below ground level.

23.1.1 All Types of Soil

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

7.02 23.2 log, including hire & running charges of all equipments, tools, plants &

machineries required for the job, all complete as per direction of Engineer

-in-charge, beyond 90 metre & upto 150 metre depth below ground level.

23.2.1 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,

7.03 23.3 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.

a) 23.3.3 200 mm nominal size dia Metre 60.00 1032.79 61967.40

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming

7.04 23.4 to IS: 12818, including hire & labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia Metre 40.00 1168.84 46753.60

Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of Engineer-

Development of tube well in accordance with 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,

i/c disinfection of tubewell, all complete, including hire & labour charges of

air compressor, tools & accessories etc., all as per requirement and

direction of Engineer -in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded

7.07 23.13 plate to the 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/

7.08 23.14 housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts

& nuts of required size complete.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of

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

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe

conforming to IS 1239 including welding, fittings like elbows, tees, flanges,

tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with

suitable clamp/support frame and painting with two or more coats of

synthetic enamel paint of required shade complete as required :

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6

rating with bronze/gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets conforming to IS 13095 of following sizes as

Providing, installation, testing and commissioning of non-return valve of

DSR-2022 E&M-following sizes confirming to IS: 5312 complete with rubber gasket, GI

bolts, nuts, washers etc.as required :

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

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 :

With common burnt clay F.P.S.(non modular) bricks of class designation

Supplying and drawing following sizes of FRLS PVC insulated copper

DSR-2022 E&M conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required.

Supplying & installation submersible pumping motor pumpsets ISI marked

of approved make. including starter, equivalent, making connection

suitable for tube-well/D.C.B. The job includes screwing and welding of

flanges on G.I. riser pipes installation, complete fittings accessories with

7.15 NON DSR riser pipes jointing of electrical cables other connections making switch Each 1.00 83487.00 83487.00

board electrical connections, all labour for testing of submersible pump

and supply of water to water mains complete in all respects, 7.5 H.P app.

motor having discharging capacity 15 to 20 cum/hour against a head of

Providing and fixing Panel Board compatible to submersible pump

with complete accessories like DOL starter, ammeter, voltmeter,

7.16 NON DSR single phasing preventer and all motor protection arrangement, Each 1.00 34786.00 34786.00

earthing complete in all respect as per entire satisfaction and

direction of Engineer -in-charge.

ROAD , PATHWAY, DRAIN CIVIL WORK 0.00 0.00

1 EARTHWORK IN EXCAVATION 0.00 0.00

Earth work in surface excavation not exceeding 30 cm in depth but

Item exceeding 1.5 m in width as well as 10 sqm on plan including disposal of

2.1.1 excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled cum 16236.16 90.91 1476029.31

2.1.1 All kinds of soil

2 EARTHWORK IN FILLING

Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating

each deposited layer by ramming and watering, lead up to 50 m and lift

Providing and laying in position ready mixed plain cement concrete,

using fly ash and cement content as per approved design mix and

manufactured in fully automatic batching plant and transported to site

of work in transit mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for plain cement

concrete work, including pumping of R.M.C. from transit mixer to site

of laying and curing, excluding the cost of centering, shuttering and

finishing, including cost of curing, admixtures in recommended

proportions as per IS : 9103 to accelerate/ retard setting of concrete,

Item improve workability without impairing strength and durability as per

4.19.1 direction of the Engineer-in-charge. cum 442.70 7430.64 3289544.33

Note : (1) Excess/less cement used than specified in this item is

payable/recoverable separately. (2) Fly ash conforming to grade I of IS

3812 (Part-1) only be used as part replacement of OPC as per IS : 456.

Uniform blending with cement is to be ensured in accordance with

clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC.

4.19.1 All works upto plinth level:

4.19.1.1 M-15 grade plain cement concrete (cement

content considered @ 240 kg/cum)

4 ROAD SUB-BASE

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Providing and laying design mix cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using cement content as per design

mix, using coarse sand and graded stone aggregate of 40 mm nominal

size in appropriate proportions as per approved & specified design

criteria, providing dowel bars with sleeve/ tie bars wherever required,

laying at site, spreading and compacting mechanically by using

needle and surface vibrators, levelling to required slope/ camber,

finishing with required texture, including steel form work with sturdy

M.S. channel sections, curing, making provision for contraction/

expansion, construction & longitudinal joints (10 mm wide x 50 mm

deep) by groove cutting machine, providing and filling joints with

approved joint filler and sealants, complete all as per direction of

Engineer -in-charge (Item of joint fillers, sealants, dowel bars with

sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/

less cement used as per design mix is payable/ recoverable separately.

16.43.1 Cement concrete prepared with batch mixing machine

With material conforming to Grade-II (size range 53 mm

to 0.075 mm ) having CBR Value-25

With material conforming to Grade-I (size range 75 mm

to 0.075 mm) having CBR Value-30

Construction of dry lean cement concrete sub base over a prepared

sub-grade with coarse and fine aggregate conforming to IS:383, the

size of coarse aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after blending to be as

per specifications, cement content not to be less than 150 Kg/cum,

Item optimum moisture content to be determined during trial length

16.80 construction, concrete strength not to be less than 10 Mpa at 7 cum 1767.00 3410.01 6025487.67

lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory

roller, finishing and curing etc. complete as per direction of Engineerin -

5 FULL BRICK WORK

Brick work with common burnt clay selected F.P.S. (non modular) bricks

of class designation 7.5 in exposed brick work including making horizontal

and vertical grooves 10 mm wide 12 mm deep complete in cement mortar

1:6 (1 cement : 6 coarse sand)

6.26.1 From ground level upto plinth level

6 HALF BRICKWORK

Half brick masonry with common burnt clay F.P.S. (non modular) bricks

Item of class designation 7.5 in foundations and plinth in :

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 :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone

aggregate 20 mm nominal size)

8 REINFORCEMENT @1%

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 Fe-500D or more.

9a KOTA STONE (grey)

Kota stone slab flooring over 20 mm (average) thick base laid over and

Item jointed with grey cement slurry mixed with pigment to match the shade of

11.26 the slab including rubbing and polishing complete with base of cement

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

9b KOTA STONE (Beige)

Kota stone slab flooring over 20 mm (average) thick base laid over and

Item jointed with grey cement slurry mixed with pigment to match the shade of

11.26 the slab including rubbing and polishing complete with base of cement

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

Providing and laying at or near ground level factory made kerb stone

of M-25 grade cement concrete in position to the required line, level

and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without grooves (thickness of

joints except at sharp curve shall not to more than 5mm), including

making drainage opening wherever required complete etc. as per

direction of Engineer -in-charge (length of finished kerb edging shall

be measured for payment). (Precast C.C. kerb stone shall be approved

by Engineer -in-charge).

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

11 GRANITE BLACK

Providing and laying gang saw cut 18 mm thick, mirror polished pre

moulded and pre polished machine cut granite stone of required size

and shape of approved shade, colour and texture in footpath, flooring

cut granite stone of required size and shape of approved shade,

colour and texture in footpath, flooring in road side plazas and similar

locations, laid over 20mm thick base of cement mortar 1:4 (1cement

: 4 coarse sand) including grouting the joints with white cement

mixed with matching pigment, epoxy touch ups etc. complete as

per direction of Engineer-in-Charge.

16.86.1 With granite stone of area less than 0.50 sqm.

Providing and laying 60mm thick faciory made cement concrete

interlocking paver block of M -30 grade made by block making

Item machine with strong vibratory compaction, of approved size, design

16.868 & shape, laid in required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with line sand

etc. all complete as per the direction of Engineer -in-charge.

12 MS STRUCTURE

Structural steel work riveted, bolted or welded in built up sections, trusses

Item 10.2 and framed work, including cutting, hoisting, fixing in position and

15 mm cement plaster on rough side of single or half brick wall of

13.5.1 1:4 (1 cement: 4 coarse sand)

Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm)

over and including priming coat of exterior primer applied

@ 2.20kg/10 sqm

Finishing walls with 100% Premium acrylic emulsion paint having VOC

less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives.

New work (Two or more coats applied @ 1.43 litre/10 sqm. Over and

including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

15 Waterproofing treatment

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, reservior,

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 0.50mm.

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 sqm 13.44 515.12 6923.21

16 Screed layer

Providing and laying roof insulation with 40 mm thick impervious

sprayed, closed cell free Rigid Polyurethane foam over deck insulation

conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/

cum), over a coat of polyurethane primer applied @ 6-8 sqm per

litre, laying 400 G polythene sheet over PUF spray and providing a

wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 sqm 5.80 1501.61 8709.34

coarse sand : 4 stone aggregate 20 mm nominal size) in chequered

rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G

wire netting and sealing the joints with polymerized mastic, all

complete as per direction of Engineer -in-Charge.

17 SAND FILLING

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. CUM 181.07 1418.59 256864.09

18 KERB CHANNEL

Providing, laying and making kerb channel 30 cm wide and 50 mm

thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded

stone aggregate 20 mm nominal size) over 75mm bed of dry brick

ballast 40 mm nominal size, well rammed and consolidated

and grouted with fine sand, including finishing the top smooth etc.

complete and as per direction of Engineer -in-charge.

HORTICULTURE WORK

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Supplying and stacking of good earth at site including royalty and carriage

Item 2.2 upto 5 km lead complete (earth measured in stacks will be reduced by

Supplying and stacking sludge at site including royalty and carriage upto 5

km lead complete (sludge measured in stacks will be reduced by 8% for

Supplying and stacking at site dump manure from approved source,

including carriage upto 5 km lead complete (manure measured in stacks

will be reduced by 8% for payment) :

2.4.3 Screened through sieve of I.S. designation 4.75 mm

Spreading of sludge, dump manure and/or good earth in required

4 as per direction of officer-in-charge (cost of sludge, dump manure and/ or cum 10392.00 52.10 541423.20

good earth to be paid separately).

Mixing earth and sludge or manure in the required proportion specified or

5 directed by the Officer-in-charge cum 10392.00 36.37 377957.04

Preparation of beds for hedging and shrubbery by excavating 60 cm deep

and trenching the excavated base to a further depth of 30 cm, refilling the

excavated earth after breaking clods and mixing with sludge or manure in

the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%

: one part of stacked volume of sludge or manure after reduction by 8%),

flooding with water, filling with earth if necessary, watering and finally fine

dressing, leveling etc. including stacking and disposal of materials

Item 2.13 unserviceable and surplus earth by spreading and leveling as directed,

extra earth to be paid for separately)

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to

thickness of existing ground prepared with proper level and ramming with

tools wooden (Dhurmos) and than rolling the surface with light roller make

Item 2.33 the surface smoothen and light waterning with sprinkler and maintenance

officer-in-charge.

Transplantation of trees with in a distance of 2km including excavation

around existing tree, pruning of branches, lifting, loading and

of existing tree, digging pits for placing tree at new place, adding manure,

sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly

and disposal of surplus materials from old existing and new sites to

designated place. Each tree should be firmly secured to the stake so as to

prevent excessive movement, flooding with water, treatment of roots, rope

8 and gunny bags as per direction of the officer incharge. T&P and all

materials shall be arranged by the contractor and nothing extra shall be

paid on this account.

(a) Girth of tree shall be measured at a height of 1m above ground level.

12.1.1 Girth of trees upto 50cm. Each tree 75.00 3851.15 288836.25

12.1.2 Girth of trees beyond 50cm and upto 90cm. Each tree 75.00 6014.56 451092.00

12.1.3 Girth of trees beyond 90cm and upto 150cm. Each tree 72.00 10815.62 778724.64

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of

unserveiceable material’s as per direction of officer in charge (excluding

cast of plant & water)

2.57.1 Trees Plant

10 SHRUBS - (total = 28,914)

Providing and stacking of Gardenia jasminoides of height 45-60 cm. with

officer-in-charge.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Providing and stacking of Hibiscus rosasinensis of height 90-105 cm.,

Item 8.37 bushy

Providing and stacking of Hibiscus variegated of height 60-75 cm. with

Item 8.40 healthy variegated foliage in earthen pots size 25 cm as per direction of

officer-in-charge.

Providing and stacking of Jatropha multifida (red colour) of height 60-75

Item 8.42 cm. multibranched in p.bag of size 25 cm as per direction of the

Providing and stacking of Murraya exotica of height 45-60 cm. in poly

Providing and stacking of Nerium oleander (kaner) of height 60-75 cm.

officer-in-charge.

Providing and stacking of Tabernaemontana coronaria (Chandni single) of

height 75-90 cm. with 5-6 branches in bag of size 25 cm as per direction

the officer-in-charge.

Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big

Item 8.72 size HDPE bag as per direction of the officer-in-charge.

Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with

5 to 6 suckers, well developed, fresh and healthy with lush green foliage

Item 3.19 in 25 cm size of Earthen pot/Plastic pot & as per direction of the

Providing and displaying of Dracaena song of India specimen (three in

one), having ht. 60 cm & above, well developed, fresh and healthy with

Item 3.45 good foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of

Providing and displaying of Raphes palm having ht. 45 cm to 60 cm with 5

to 7 suckers, well developed, full of fresh and healthy leaves in 25 cm size

11 of Earthen pot/Plastic pot & as per direction of the officer-in-charge. Each 2409.52 196.18 472699.63

Providing and Displaying Acalypha twisted well developed with fresh &

Item 5.4 healthy 30 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction

11 Ground cover - total =24288

Providing and stacking of Alpinia Variegated (three in one) having ht. 30

Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.

Providing and stacking of Ophiopogon jaburan ( variegated ),full of

2 leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the Each 6072.00 32.70 198554.40

officer-in-charge.

Providing and stacking of Syngonium (Butterfly) variegated with 2-3

3 healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of Each 6072.00 32.70 198554.40

the officer-in-charge.

Providing and stacking of Daniella variegated, with 3 to 4 variegated

Item 6.11 leaves

officer-in-charge.

TOTAL AVENUE TREES - 300 nos.

Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm.

Item 7.24 in big poly bags of size 25 cm as per direction of the officer-in-charge.v

Providing and stacking of Peltophorum species of height 150-165 cm. in

Item 7.62 big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Lagerstroemia thorelli of height 150-165 cm.in

Item 7.51 big poly bag of size 25 cm as per direction of the officer-in-charge.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Providing and stacking of Spathodea campanulata of height 150-165 cm.

Item 7.82 in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Saraca indica (Sita Ashok) of height 105-120

Item 7.80 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Tabebuia sp. of height 150-165 cm. in big

Item 7.84 polybags

13 PALMS - 70 nos.

Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-

Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25-

Item 7.43 30 cm well developed in big size HDPE bags as per direction of the

14 ORNAMENTAL TREE - 50 nos.

Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4

Item 7.70 branches and thick stem in big size HDPE bags as per direction of the

15 FOREST TREE = 154 nos. (+50 for other surounding plot) = 204

Providing and stacking of Terminalia arjuna of height 150-165 cm. in big

Item 7.88 polybags of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Pongamia glabra (Papri) of height 120-135 cm.

Providing and stacking of Azadirachta indica ( Neem ) of height 120-

in big polybag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Albizzia lebbek of height 150-165 cm. in bag of

4 size 25 cm as per direction of the officer-in-charge. Each 51.00 69.12 3525.12

Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135

Item 7.23 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

LANDSCAPE LIGHTING

Supplying and fixing Pole light:

1 1 30 W LED; Height- 4000mm. Make- KLITE Model- KP 4868; no. 150.00 25200.00 3780000.00

Spacing-15m C/C OR, equivalent

Supplying and fixing Bollard light -

Dimension: ∅ .168x703mm

2 2 16W LED, Clear; MUSHROOM BOLLARD Make- KLITE, KL-5582; no. 50.00 10200.00 510000.00

Spacing- 5m c/c or, as shown

Supplying and fixing Spike up Light -

Dimension:83x116x449 mm; 7W LED;

Spacing- as shown

OTHER LANDSCAPE ELEMENTS

2 2 Gym & Fitness equipment :

Unit Dimension: 60” (H), 36” (L), 36” (W)

Safe Area: 8’ X 8’

Pipe Size: 100 mm ID B-class GI main pipe Handel: 25 mm & 20 mm ID

2.1 2.1 B-class GI pipe Seats: Double Step (Plastic)-2Nos no. 2.00 16000.00 32000.00

Bearings: NBC 3205- 4 Nos. Colors: PU

Nut & Bolts: S.S. (3/8 x 1½” LN-2 ,5/16Screw)

Advantage: This piece of equipment strengthens the lower back and

abdomen muscles whilst improving flexibility.

Unit Dimension: 72” (H), 68” (L), 24” (W)

Safe Area: 12’ x 10’

Pipe Size: 100 mm ID B-class GI main pipe Supporting Pipe: 40 mm ID B-

2.2 2.2 class GI main pipe Seats: Plastic Single Step (Plastic)-4Nos, Bearings: no. 2.00 24000.00 48000.00

NBC 3205- 4 Nos. Colors: PU

Nut & Bolts: S.S. (3/8 x 1½” LN-4 ,5/16Screw)

Advantage: This unit focuses on strengthening the thigh and hip muscles.

Sl. No. DESCRIPTION UNIT QTY. RATE AMOUNT

Unit Dimension: 48” (H), 5’ (W)

Safe Area: 8’ X 8’

Pipe Size: 100 mm ID B-class GI main pipe Handel: 25 mm ID B-class GI

Step:03 no Plastic. Bearings: NBC 3205 Colors: PU

Nut & Bolts: S.S.

Advantage: The Body Twist will help to improve flexibility, especially in the

lower back and hips.

Unit Dimension: 55” (H), 47” (L), 24” (W)

Safe Area: 8’ X 4’

Pipe Size: 75 mm,40 mm,32 mm & 25 mm ID B-class GI pipe

Seats: Hard Plastic Colors: PU

Nut & Bolts: S.S.

Advantage: This unit provides a full body cardio workout and helps to

build stamina. The user can use both arms and legs simultaneously.

Unit Dimension: 24” (H), 74” (L), 20” (W)

Safe Area: 8’ X 4’

2.5 2.5 Pipe Size: 40 mm & 25 mm ID B-class GI pipe no. 2.00 16000.00 32000.00

Seats: FRP Colors: PU

Nut & Bolts: S.S

Advantage: Strengthen the abdominal muscles.

Polished Prime Grey Slatestone Tiles, Thickness: 15-20 mm, Size: 30 * 60

Concrete Grass Paver Block, Size: 400 X 300 X 60 mm) - for CAR

6 6 SCULPTURE - as shown in drawing no. 5.00 30000.00 150000.00

7 7 OUTDOOR BENCHES (IF REQUIRED) no. 30.00 15000.00 450000.00

8 8 DUSTBIN (IF REQUIRED) no. 30.00 5000.00 150000.00

9 9 Signage - as shown in drawing

Totem Pole Signage no. 9.00 22675.00 204075.00

SHERA PLANK (26sqm for each GAZEBO roof cladding - 6nos. Of

Sub Total 102915427.54

GRAND TOTAL 114146679.61

GRAND TOTAL 114146679.61