Construction of Two storied DTPS Free Primary school at Mayabazar, DTPS Durgapur,West Bengal

ABSTRACT OF COST (BOQ)

NAME OF WORK: CONSTRUCTION OF TWO STOREYED DTPS PRIMARY SCHOOL AT MAYABAZAR ,

DTPS, DURGAPUR, WEST BENGAL.

AMOUNT (in Rs.)

SL.NO. PARTICULARS AS PER AS PER NON

A School Building

1 Civil Works 56,135,860 0

2 Internal & External Plumbing Works 1,420,881 449,289

3 Internal Electrical Works 2,186,099 1,711,153

4 Fire Fighting System Works (Fire extinguishers only) 0 75,760

B Site Development Works

5 Boundary Wall ( Length-346 Metre) to be constructed as 1,880,856

Gate &link fencing

7 PCC Road, Pathway, Parking & Site Filling Works 3,953,578

8 Septic Tank 100 Users ( 2 Nos.) 555,890

9 Under Ground Water Tank 50,000 Litre. 0

10 Landscaping Works 257,998

Add Cost Index @15% on DSR Item for Durgapur project

site as per the latest cost index published by CPWD vide 10,158,655

circular dated 03.04.2024

Cost i/c GST after Multiplication with multiplying factor 75,780,183 2,386,469

0.973 as per the CPWD circular on DSR items only

SubTotal Including GST :- 78,166,652.11

Digitally signed by SUPARNA

PROPOSED CONSTRUCTION OF TWO STOREYED DTPS PRIMARY SCHOOL AT MAYABAZAR ,

DTPS, DURGAPUR.

ABSTRACT OF COST - CIVIL WORKS

SOR- Total amount (Rs.) AMOUNT

SOR- Total amount (Rs.) AMOUNT

DSR-2023 NON DSR

A SUBHEAD OF CIVIL WORKS

SH-3 CONCRETE WORKS 957,663.89 957,663.89 -

SH-4 REINFORCED CEMENT CONCRETE WORK 30,262,417.03 30,262,417.03 -

SH-12 ALUMINIUM WORK 772,665.87 772,665.87 -

SH-14 SIGNAGES & ARTWORKS - - -

GRAND TOTAL 56,135,860.42

GRAND TOTAL 56,135,860.42

Digitally signed by SUPARNA

PROPOSED CONSTRUCTION OF TWO STOREYED DTPS PRIMARY SCHOOL AT MAYABAZAR , DTPS, DURGAPUR.

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

A SUBHEAD OF CIVIL WORKS

A SH-1 PILE WORK

1 20.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of

grade M-25 of specified diameter and length below the pile cap, to carry a safe working

load not less than specified, excluding the cost of steel reinforcement but including the cost

of boring with bentonite solution and temporary casing of appropriate length for setting out

and removal of same and the length of the pile to be embedded in the pile cap etc. by

percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by

tripod and mechanical Winch Machine all complete, including removal of excavated earth

with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile

2 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of

loading platform by Kent ledge method and preparation of pile head or construction of test

cap and dismantling of test cap after test etc. complete as per specification & the direction

of Engineer in-charge.

20.6.1 Single pile upto 50 tonne Safe capacity

2.1 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) Per Test 1 54771.50 54,771.50

2.2 20.6.1.2 Routine test (Test Load 1.5 times the Safe

capacity Per Test 2 19632.40 39,264.80

TOTAL (Carried Over to Summary of Civil Works) 5,069,843.50 0.00

B SH-2 EARTH WORKS

1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in width as 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-charge.

2 2.7 Earth work in excavation by mechanical means (Hydralic excavator/manual means)over

areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed

by Engineer - in Charge

3 2.10 Excavating trenches of required width for pipes, cables, etc. including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out

the excavated soil, and then returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

i 2.10.1.2 Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm dia. Metre 75.00 352.15 26,411.25

4 2.25 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 upto 1.5 m.

5 2.25a Excavating, supplying and filling of local earth (including royalty) by

mechanical transport upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20 cm in trenches, plinth,

sides of foundation etc. complete

6 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. Cum 66.80 2123.75 141,857.33

7 2.28 Surface dressing of the ground including removing vegetation and inequalities not

exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 100.00 34.15 3,415.00

8 2.34 Supplying chemical emulsion in sealed containers including delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 388.81 234.75 91,272.32

9 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical emulsion) :

i 2.35.1.1 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% concentration

a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300

mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1

cement : 2 Coarse sand) to match the existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 277.30 310.05 85,976.11

TOTAL (Carried Over to Summary of Civil Works) 4,070,154.13 0.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

C SH-3 CONCRETE WORKS

1 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

a 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from natural sources) Cum 114.92 7178.75 824,996.83

2 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 40.08 392.15 15,718.00

3 4.11 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 sources). Sqm 76.46 495.75 37,902.57

4 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by

weight of cement as per manufacturer's specification. Per 50 kg cement 24.00 18.15 435.60

5 4.13 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.

6 4.17 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.

TOTAL (Carried Over to Summary of Civil Works) 957,663.89 0.00

D SH-4 REINFORCED CEMENT CONCRETE WORK

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 298.27 392.15 116,966.11

b 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 1215.02 927.25 1,126,627.76

d 5.9.4 Shelves (Cast in situ) Sqm 18.08 927.25 16,768.39

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 1701.46 736.40 1,252,958.27

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 1698.61 961.30 1,632,874.23

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 90.12 764.95 68,937.29

j 5.9.16 Edges of slabs and breaks in floors and walls

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 66.78 951.10 63,514.46

2 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 56850.35 107.85 6,131,309.91

3 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 98977.59 107.85 10,674,733.10

4 5.33.1 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.

a) 5.33.1 All works upto plinth level.

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 467.78 9504.75 4,446,143.44

b) 5.33.2 All works above plinth level upto floor V level.

i 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 471.40 9860.40 4,648,164.07

TOTAL (Carried Over to Summary of Civil Works) 30,262,417.03 0.00

E SH-5 MASONRY WORK :-

1 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 58.69 7132.25 418,593.09

2 6.34 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 :

i 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 432.35 8752.55 3,784,154.60

3 6.45 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.

3.1 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 245.90 1105.80 271,918.98

4 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry. Sqm 245.90 104.80 25,770.58

TOTAL (Carried Over to Summary of Civil Works) 4,500,437.26 0.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

F SH-6 MARBLE WORK

1 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size,

approved shade, colour and texture laid over 20 mm thick base cement

mortar 1 :4 (1 cement : 4 coarse sand), joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including rubbing, curing,

moulding and polishing of edges to give high gloss finish etc. complete

b) 8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

2 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness

to be specified by the manufacturer), of approved make, in all colours, shades except

burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting,

risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white

cement mixed with pigment of matching shade complete.

TOTAL (Carried Over to Summary of Civil Works) 700,696.08 0.00

G SH-7 WOOD, WPC & uPVC WORK

1 9.21 Providing and fixing ISi marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board 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:

1.1 9.21.1 30 mm thick including ISi marked Stainless Steel butt hinges

with necessary screws Sqm 74.40 2172.10 161,604.24

2.0 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of

glass excluded) (overall area of door shutter to be measured):

2.01 9.24.1 Rectangular or square Sqm 57.60 199.15 11,471.04

3 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/Clerestory 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 flame of Class A

category with property of being termite/borer proof, 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 5 mm 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.

4 26.87 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)

5 9.48.2 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. Kg 2561.22 238.35 610,466.79

6 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door

closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36

kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with

necessary accessories

and screws etc. complete. Each 4.00 983.15 3,932.60

7 9.96 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 :

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

8 9.97 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

nuts and screws etc. complete-

9 9.100 Providing and fixing aluminium handles, ISi marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

10 9.101.2 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

11 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, lSl marked, with

six levers and a pair of anodised (anodic coating not less than grade Ac 10 as per 15 :

1868) aluminium lever handles of approved quality with necessary screws etc. complete

TOTAL (Carried Over to Summary of Civil Works) 1,139,592.31 0.00

H SH-8 STEEL WORK

1 10.5.1 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and

3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,

including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm

for diagonal braces. Sqm 5.04 5804.35 29,253.92

2 10.13 Providing and fixing T-iron frames for doors, windows and ventilators

of mild steel Tee-sections, joints mitred and welded, including fixing

of necessary butt hinges and screws and applying a priming coat of

approved steel primer.

2.01 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of

C.C. 1 :3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal

3 10.18 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 shall be screwed into the cast iron/ M.S. sheet box by

means of 3.3 mm 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.

4 10.25 Steel work welded in built up sections/ framed work, including cutting,

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

primer using structural steel etc. as required.

a 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 3489.19 172.60 602,233.76

5 10.26.1 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works, including

applying priming coat of approved steel primer. M.S. tube KG 601.37 196.80 118,349.93

6 10.29.1 Providing & fixing fly proof wire gauze to windows, clerestory windows &

doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4

mm aperture on both sides Sqm 59.18 844.70 49,985.12

7 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer, including welding and bolted with special shaped

washers etc. complete.

10.16.1 Hot finished welded type tubes

TOTAL (Carried Over to Summary of Civil Works) 1,028,004.99 0.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

I SH-9 FLOORING WORK

1 11.26.1 Kota stone slab flooring over 20 mm (average) thick base laid over and

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

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

mortar 1 : 4 (1 cement : 4 coarse sand) : Sqm 150.31 1948.25 292,840.24

2 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars

laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match

the shade of the slabs, including rubbing and polishing complete.

3 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone

4 11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single

length above normal size up to 2.00 metre. Sqm 150.31 44.15 6,636.16

5 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4

Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and matching pigment etc., complete.

6 11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm

including grouting the joints with white cement and matching pigments etc. The tiles must

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

notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for

placing the tiles gently

6.1 11.41A.1.1 Double charge vitrified tile polished finish of size (Size of Tile 600 x 600 mm) Sqm 1087.30 1453.65 1,580,556.99

7 Based of Providing and laying Vitrified tiles in different sizes {thickness to be

Rate specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S.

DSR 11.41A.1 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm

thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry

@ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.

complete. (Size of Tile 600x600 mm) Sqm 122.91 1515.14 186,219.57

8 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water

absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours

and shades in for outdoor floors such as footpath, court yard, multi modals location etc.,

laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge. Sqm 30.66 1455.65 44,630.23

TOTAL (Carried Over to Summary of Civil Works) 2,343,656.92 0.00

J SH-10 ROOFING

1 12.21 Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with

cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep

TOTAL (Carried Over to Summary of Civil Works) 63,166.05 0.00

K SH-11 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

2 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :

5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine

3 5.30 Add or deduct for plaster drip course/ groove in or moulding to R.C.C. projections.plastered

surface metre 68.00 78.40 5,331.20

4 13.16 6 mm cement plaster of mix :

5 13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion per bag of 50KG

recommended by the manufacturers. Cement Used in

6 13.41.1 Distempering with 1st quality acrylic distemper (ready mixed) having VOC

content less than 50 gram/litre, of approved manufacturer and of required

shade and colour all complete to achieve even shade and colour :

New work (two or more coats) over and including water

thinnable priming coat with cement primer having VOC content

less than 50 gram/litre Sqm 3881.84 185.65 720,663.75

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

7 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of

required shade:

i 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm

over and including priming coat of exterior primer applied

8 13.50 Applying priming coat :

ii 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on

steel galvanised iron/ steel works Sqm 351.16 67.40 23,667.98

9 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour

to give an even shade :

i 13.62.1 Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture Sqm 1264.27 226.25 286,040.41

TOTAL (Carried Over to Summary of Civil Works) 4,042,713.65 0.00

L SH-12 ALUMINIUM WORK

1 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or

with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at

junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium

sections shall be smooth, rust free, straight, mitred and jointed echanically wherever

required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass /

stainless steel screws, all complete as per architectural drawings and the directions of

Engineer-in-charge. Glazing and paneling to be paid for separately) :

a) 21.1.1 For fixed portion.

i 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 207.90 530.90 110,374.11

b 21.1.2 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision

for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be

paid for separately)

1 21.1.2.2 Powder coated aluminium (minimum

thickness of powder coating 50 micron) KG 769.28 634.45 488,066.52

2 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions

etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings

and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in

i 21.3.1 With float glass panes of 4.0 mm thickness (weight not less

TOTAL (Carried Over to Summary of Civil Works) 772,665.87 0.00

M SH-13 WATER PROOFING

1 22.14.1 Grading roof for water proofing treatment with. Cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size)

2 MR-5 Surface Preparation – Cleaning the surface free from dust, laitance, oil,

grease, and any other foreign material, by mechanical means

including surface repairing and coving with cement mortar admixed

with Dr. Fixit Pidiproof LW+ all in complete Sqm 740.00 256.94 190,132

3 MR-6 Providing & applying 2 coats of Dr. Fixit Roof Seal Classic – based on

Acrylate PU hybrid emulsion technology reinforced with nano

fibres with a coat of self-priming over the roof as per manufacturer’s

specification and all complete. Sqm 740.00 942.10 697,151

TOTAL (Carried Over to Summary of Civil Works) 1,184,848.73 0.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

P SH-14 SIGNAGES & ARTWORKS

1 MR-1 Making wall Mural in external wall with Wall painting , artistic work as per approved image

includes materials, design, painting, scaffolding and human resources. and the directions

of Engineer-in-charge. Sqm 0.00 6679.00 0.00

2 MR-2 Providing a signs made as using Cosign india make .Modular Aluminium extrusions (Alloy

6060 as per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70

from virgin aluminium homogeneous billet)with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

directly press fitted ,media (vinly) warapping by virtue of design of profiles.Cosign make MPI

panels fitted and installed at site in plumb and level at specified location as per drawing to

the satisfaction of the engineer-in-charge. (Closet

Door Sign, Cosign Products-MPI W/M, size- 250 x 156 x 12, Mounting type-Wall/Door,

Sign Type- Informative )

3 MR-3 Providing a signs made as using Cosign india make .Modular Aluminium extrusions (Alloy

6060 as per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70

from virgin aluminium homogeneous billet)with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

directly press fitted ,media (vinly) warapping by virtue of design of profiles.Cosign make MPI

panels fitted and installed at site in plumb and level at specified location as per drawing to

the satisfaction of the engineer-in-charge.

(Toilet Door Sign, Cosign Products-MPI W/M, size- 156 x 156 x 12, Mounting type-

Wall/Door, Sign Type- Informative )

4 MR-4 Supply Fitting and fixing 13 to 18 inch height Jindal make 306 grade stainless steel 18

gauge letter cut with Leaser machine as per the design

LETTER PROJECTION - 4 Inch projected with 18 gauge thick steel sheet to make the side

wall of letter Each 0 1882.00 0.00

TOTAL (Carried Over to Summary of Civil Works) 0.00 0.00

ALL SUB-HEAD TOTAL 56,135,860.42 0.00

GRAND TOTAL 56,135,860.42

GRAND TOTAL 56,135,860.42

B SUBHEAD OF INTERNAL & EXTERNAL PLUMBING WORKS

1.01 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm

sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush

pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all

fittings and fixtures complete, including cutting and making good the walls and floors

wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440

mm with integral type foot rests Each 16 ₹ 6,767.40 ₹ 108,278.40

1.02 17.2 Providing and fixing white vitreous china pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever), conforming to IS : 7231,

with all fittings and fixtures complete, including cutting and making good the walls and

floors wherever required

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 9 ₹ 6,515.55 ₹ 58,639.95

1.03 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front Each

urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

1.04 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP Each

thread and shapes, weighing not less than 60 gms.

1.05 17.76 Providing and fixing PTMT urinal cock of approved quality and colour.

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female Each

threads weighing not less than 48 gms

1.06 17.28 Providing and fixing P.V.C. waste pipe for urinal including P.V.C. waste fittings

17.28.2 Flexible pipe

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

1.07 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of

size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and

finished smooth.

8.10.1 White Agaria Marble Stone Sqm 3.0 3500.45 10501.35

1.08 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever require:

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P.

brass pillar tap Each 25 1879.20 46980.00

1.09 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with

C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets,

cutting and making good the walls wherever required :

1.08 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved

quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.

brass screws and washers complete. Each 25 1607.95 40198.75

1.09 17.22A Providing and fixing CP Brass 32mm size bottle trap of approved quality & make and as Each

per the direction of engineer in charge. 3 1,034.80 ₹ 3,104.40

1.10 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide

with minimum distances of 37 mm from wall face with concealed fittings arrangement

of approved quality and colour, weighing not less than 88 gms. Each 3 231.95 ₹ 695.85

1.11 17.16a Providing and fixing 8mm dia C.P./S.S. Jet with flexible tube upto 1meter long with S.S.

Triangular plate to european type W.C. Of approved quality and make as approved by

engineer in charge.(Health faucet) Each 25 349.15 ₹ 8,728.75

1.12 18.49.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

15 mm nominal bore Each 49 506.80 ₹ 24,833.20

1.12 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms.

18.51.1 15 mm nominal bore Each 2 798.95 ₹ 1,597.90

1.13 18.21.2.1 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length

, 15 mm nominal bore

1.14 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm,

height of 75mm with concealed fitting arrangements, weighing not less than 106

gms.(Toilet, Kitchen & Utility area) Each 3 111.45 ₹ 334.35

1.15 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats

with CP brass screws with concealed fittings arrangement of approved quality and

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height

of 88 mm, weighing not less than 170 gms

1.16 NS - 6 Providing & Fixing of Grab Bar 680mm Long of non slipping grip as per standard

specification of use in disabled toilet complete with brackets suitable for wall

installation as per approved sample complete in all respect.

(Cat. No- WAC-SA P-BR060 0CSN, HSN Code-73249000)

1.17 NS - 7 Providing & Fixing of Grab Bar Vertical Swing of non slipping grip as per standard

specification of use in disabled toilet complete with brackets suitable for wall

installation as per approved sample complete in all respect.

(Cat. No- WAC-SAP-BG080 0CSN, HSN Code-73249000)

TOTAL COST FOR SANITARY SUPPLY & INSTALLATION OF SANITARY

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

B) INTERNAL WATER SUPPLY

2.01 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, as per IS:15778 having

thermal stability 27° C to 82°C for hot & cold water supply, including all CPVC plain &

brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting

chases and making good the same including testing of joints complete as per direction

of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a) 18.8.1 15 mm nominal dia Pipes Mtr. 50 497.80 ₹ 24,890.00

b) 18.8.2 20 mm nominal dia Pipes Mtr. 75 537.60 ₹ 40,320.00

c) 18.8.3 25 mm nominal dia Pipes Mtr. 45 627.25 ₹ 28,226.25

2.02 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, as per IS:15778 having

thermal stability 27° C to 82°C for hot & cold water supply, including all CPVC plain &

brass threaded fittings, including fixing the 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

a) 18.7.3 25 mm nominal dia Pipes Mtr. 40 401.55 ₹ 16,062.00

b) 18.7.4 32 mm nominal dia Pipes Mtr. 80 518.75 ₹ 41,500.00

2.03 MR Providing and fixing forged brass operated ball valve of full flow of superior quality

having minimum working pressure of 16 kg/cm2.

a) 25 mm nominal bore Each 1 ₹ 1,346.00 ₹ 1,346.00

b) 32 mm nominal bore Each 1 ₹ 2,141.00 ₹ 2,141.00

2.04 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:

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

C) BOOSTER PUMP FOR WATER SUPPLY

BOOSTER PUMP NOS OF PUMP : FOR WATER SUPPLY WITH AUTOMATIC

3.01 (A) Horizontal,centifugal booster pump with suitable tefc squirrel cage induction motor

working on single phase 50hz ± 3%, 415 ± 10% along with base frame,

couplingguard,foundation bolt etc. Complete set as per relevent is and following

moc,impellar and wearing ring-ss shaft with sleeves-ss,casing-ci,base frame-ms.

(B) The pump shall be selected for performance at best efficiency point. However , the

pump selection shall be suitable for performance with set point @ ± 20% of the rated

WATER FLOW RATE : 5.75 LPS 2 bar pressure

3.02 Valves for pump.

18.17 Supplying, fixing, testing and commissioning of Gate 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 required :

3.03 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end):

3.04 DSR-22 E&M Supplying, fixing, testing and commissioning of Y-Strainer of PN 1.6 rating with

Pg-102 bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

TOTAL FOR WATER SUPPLY ₹ 375,693.68 ₹ 21,971.21

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

D) INTERNAL DRAINAGE SYSTEM

Providing and fixing soil, waste and vent SWR pipes

4.01 MR Supply fixing and testing UPVC SWR pipe confirming to IS:13592 for waste connection

from wash basin and pantry sink to floor trap or thermosyphonage pipe with solvent

cement joints including all the fittings laid above the fall ceilling connected in wall etc

the shall include wall chiseling making good the same in cement mortar etc complete

include with all necessary support like GI hangers support GI grip and bolts GI clamp

etc in fall ceilling area as well as supplying and fixing GI slotted angle iron bracket

hangers supports with necessary drilling holes to suit the insertion of pipe clamps

deburring brick work concrete supports etc as per detailed drawing for supporting soil

waste and rain water pipes and water supply pipes in shaft with suitable GI clamps GI

bolts anchor nuts and washers fixed on shaft walls, outer walls etc.

4.02 MR Providing and fixing M.S. holder bat clamps of approved design including cost of

cutting holes and making good the walls etc.

b) MR 75mm dia pipe Each 20 ₹ 352.00 ₹ 7,040.00

4.03 Providing fixing and testing UPVC SWR plain ring type 90 Deg Bend with door

4.04 Providing fixing and testing UPVC SWR plain ring type 45 Deg Bend IS:14735

4.05 Providing fixing and testing UPVC SWR plain Single Y Branch with Door type fitting

4.06 Providing fixing and testing UPVC SWR plain Reducing Single Y Branch Door type fitting

4.07 Providing fixing and testing UPVC SWR plain Tee Branch with Door type fitting IS:14735

4.08 Providing and fixing and testing UPVC single floor trap with all necessary UPVC pipes

connection extension pipe and reducing tee for water pipe connections from toilet and

4.09 Providing and fixing 75 mm dia, 3 mm thick Stainless steel grating with frame for

floor traps or drains of required pattern including cutting and making good the floors

TOTAL INTERNAL DRAINAGE SYSTEM ₹ 0.00 ₹ 399,488

E) RAIN WATER WORK

5.01 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming

to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10

mm gap for thermal expansion, (i) Single socketed pipes

5.02 12.42 Providing and fixing on wall face unplasticised - UPVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including

jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal

5.03 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1

cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete. Each 10 298.25 ₹ 2,982.50

TOTAL FOR RAIN WATER DRAINAGE ₹ 38,991 ₹ 0.00

F) EXTERNAL WATER SUPPLY WORKS

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

1.01 18.9 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

18.9.5 40mm nominal dia Pipes Metre 20 563.05 ₹ 11,261.00

e) 18.9.6 50mm nominal dia Pipes Metre 10 794.25 ₹ 7,942.50

f) 18.9.7 65mm nominal dia Pipes Metre 10 1,674.40 ₹ 16,744.00

1.02 18.41 Providing and filling sand of grading zone V or coarser grade alround the CPVC pipes

in external work.

d) 18.41.5 40mm diameter pipe Metre 20 167.00 ₹ 3,340.00

e) 18.41.6 50mm diameter pipe Metre 10 173.25 ₹ 1,732.50

f) 18.41.7 65mm diameter pipe Metre 10 273.45 ₹ 2,734.50

1.03 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

a) 18.17.3 40 mm nominal bore Metre 1 826.10 ₹ 826.10

b) 18.17.4 50 mm nominal bore Metre 1 1,026.65 ₹ 1,026.65

c) 18.17.5 65 mm nominal bore Metre 1 1,742.15 ₹ 1,742.15

TOTAL FOR RAIN WATER DRAINAGE ₹ 47,349.40 ₹ 0.00

G) EXTERNAL SEWER & STORM WORKS

1.01 DSR 19.4 Providing and fixing square mouth S.W. gully trap grade 'A' complete with C.I. Grating brick

masonary chamber with bricks of class designation 75 and water tight C.I. Cover with

frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and

frame to be not less than 2.70 kg as per standard design

19.4 .1 100x100 mm size P type

19.4.1.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 4 2,707.65 ₹ 10,830.60

1.02 DSR 19.27 Constructing brick masonary road gully chamber 50x45x60 cm with bricks of class

designation 75 in cement mortar 1:4 (1 cement :4 coarse sand ) including 500x450 mm

precast RCC horizontal grating with frame complete as per standard design .

19.27.1 with common burnt clay F.P.S.(non module) brick of class designation 7.5 Each 2 5,957.90 ₹ 11,915.80

1.03 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and

bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with

frame (light duty) 455x610 mm internal dimensions, total weight of cover with

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

R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate

20 mm nominal size),

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a

floating coat of neat cement on walls and bed concrete etc. complete as

per standard design:

19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single

pipe line : With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 Each 6 6,937.90 ₹ 41,627.40

1.04 19.31 Extra for depth beyond 45 cm of brick masonry chamber :

19.31.1.1 For 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Each 1 6117 ₹ 6,117.00

1.05 19.6 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

1.06 19.3 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 :

a) 19.3.4 250 mm diameter S.W. pipe metre 50 1016.90 ₹ 50,845.00

b) 19.3.5 300 mm diameter S.W. pipe metre 25 1173.35 ₹ 29,333.75

TOTAL SEWER & STORM WORKS ₹ 220,517.05 ₹ 0.00

H) RAIN WATER HARVESTING

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on

1 2.8.1 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.

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

2 2.26.1 Extra for every additional lift of 1.5 m or part there of in excavation /

banking excavated or stacked materials

All kinds of soil -

2.4 for Desilt chamber cum 12.93 126.80 ₹ 1,638.95

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 tail length on 138mm as per standard drawing

and suitable to with dtand 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.

4 13.4.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

For external - wall only. (Note : 230mm ( for outer wall thickness) add in every

chamber. So that outer wall dimension cover in measurement).

Total external plaster sqm 44.85 357.35 ₹ 16,027.15

5 13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix : sqm 43.47 439.25 ₹ 19,094.20

Providing and laying in position cement concrete of specified grade excluding the

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

6.1 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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

foundation and plinth in: cum 24.15 6,295.15 ₹ 152,008.13

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

RAIN WATER HARVESTING PIT

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

23.1.1 All types of soil

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

9 23.3.3 unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:

12818, including required hire and labour charges, fittings & accessories etc. all

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

9.1 200 mm nominal size dia Mtr 10 1,113.35 ₹ 11,133.50

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

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

12818, including hire & labour charges, fittings & accessories etc. all complete, for

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

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,

11 23.5 in recharge pit, in the required thickness, for all leads & lifts, all 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-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in

13 23.7 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 ofEngineer-in-charge cum 1.50 2024.5 ₹ 3,036.75

TOTAL FOR RAIN WATER HARVESTING PIT ₹ 395,539.71 ₹ 0.00

ALL SUB-HEAD TOTAL 1,420,881 449,289

GRAND TOTAL 1,870,170

GRAND TOTAL 1,870,170

C SUBHEAD OF ELECTRICAL WORKS

1 D.S.R 1.10 Point Wiring in Medium Class PVC Conduit, with Modular type Switch: Wiring for light point/

fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor

single core cable in surface/recessed Medium Class PVC conduit, with modular type switch, modular

plate, suitable size of GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper

conductor single core cable etc as required. Make FRLS PVC CU Wire::- Havells, Polycab,

Rajnigandha, RR Cable. (Make of Modular switch Sockets:- Havells (ATHENA), L&T ENGLAZE),

Legrand (LYNCUS) , Anchor(WOODS), Schneider-(OPEL)

2 D.S.R 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core Point 4 1,562.00 6,248.00

cable in surface/recessed Medium Class PVC conduit, 2 way modular switch, modular plate, suitable

size of GI box earthing the point with 1.5 Sq. mm FR PVC insulated copper conductor single core

cable etc as required. FRLS CU. Wire Make:- Havells, Polycab, Rajnigandha, RR Cable. (Make of

Modular switch Sockets:- Havells (ATHENA), L&T ENGLAZE), Legrand (LYNCUS) , Anchor(WOODS),

Schneider-(OPEL)

3 D.S.R 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated copper conductor single core cable in Mtr. 450 334.00 150,300.00

surface/recessed Medium Class PVC conduit along with 1 No. 4 Sq.mm FR PVC insulated copper

conductor single core cable for loop earthing etc. as required.Make:- Havells, Polycab,RR Cable.

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 D.S.R 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated

copper condcutor, single core cable in surface/ recessed Medium Class PVC conduit as required.

Make:- Havells, Polycab, RR Cable.

5 D.S.R 1.21 S/F PVC Conduit: Supplying and fixing of following sizes of Med Class PVP conduit along with the

accessories in surface / recess & cutting the wall and making good the same in case of recessed

conduit as required.

6 D.S.R. 1.24 Supplying and fixing of following switch/ socket on the existing modular plate & switch box

including connections but excluding modular plate etc. as reqd.

1.24.4 3 pin 5/6A socket outlet Each 50 122.00 6,100.00

7 D.S.R. 1.25 Supplying and fixing Stepped type electronic fan regulator on the existing modular plate & Each 75 369.00 27,675.00

switch box including connections but excluding modular plate etc. as reqd.

8 D.S.R. 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 20 40.00 800.00

modular plate as required.

9 D.S.R. 1.27 Supply and fixing of following size/ modules, GI box along with modular base & cover plate for

modular switch/ regulator in recess, including connection as required.

1.27.4 6 module (200mmx 75mm) (for 2 nos. 6A Sockets & 2no. 6A Switch) Each 25 402.00 10,050.00

10 D.S.R. 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 20 477.00 9,540.00

recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular type

switch, connections painting etc. as reqd. (for Light plug point).

11 D.S.R. 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 20 586.00 11,720.00

recess including providing and fixing 6 pin 5/6 & 15/16 Amp modular socket outlet and 15/16 A

modular type switch, connections painting etc. as reqd.

12 D.S.R. 1.33 Supplying & fixing of 3 pin, 5 amp Ceiling rose on the existing junction box/ wooden block Each 250 87.00 21,750.00

including connection as required.

13 D.S.R. 1.34 Supplying and fixing brass batten/angle holder including connection etc. as required. Each 50 131.00 6,550.00

14 D.S.R. 1.38 Supplying and fixing call bell/buzzer suitable for single phase, 230 V, complete as required. Each 2 99.00 198.00

15 D.S.R. 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection,

testing, commissioning etc. as required.

16 D.S.R. 1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable (AWG-23) in the existing surface/ recessed

steel/ PVC conduit as required.

D.S.R. 1.53.1 1 Run of Cat-6 Cable Mtr. 150 57.00 8,550.00

17 D.S.R 2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic

release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle

panel, making connection, etc. as required. Make:- L&T D-Sine/ Legrand DPX³ / Schneider-NSX /

18 D.S.R 2.3 Supplying and fixing following way single pole & neutral, sheet steel, MCCB distribution board, 240V,

on surface/ recces , complete with tinned copper bus bar, neutral bar, earth bar, din bar

interconnections, powder painted including earthing etc. as required (But without

MCCB/RCCB/Isolator) (IP-43) Double Door. Make:-SIEMENS-Bitaguard, LEGRAND-Ekinox³-,

SCHNEIDER-ACTI-9, L&T-AU

2.3.1 6 way Double door Each 1 2,206.00 2,206.00

2.3.2 8 way Double door Each 1 2,573.00 2,573.00

2.3.3 12 way Double door Each 1 2,315.00 2,315.00

19 D.S.R 2.4 Supplying and fixing following way, horizontal type thee pole & neutral, sheet steel, MCCB

distribution board, 415V, on surface/ recces , complete with tinned copper bus bar, neutral bar,

earth bar, din bar interconnections, powder painted including earthing etc. as required (But without

MCCB/RCCB/Isolator) Make:-SIEMENS-Bitaguard, LEGRAND-Ekinox³-, SCHNEIDER-ACTI-9, L&T-AU

20 D.S.R 2.5 Supplying and fixing of following ways surface/ recess mounting, vartical type, 415 V, TPN

MCCB/MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A

tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCCBs( but without

MCCBs and incomer) as required. (Note : Vertical type MCCB TPDB is normally used where 3 phase

outlets are required.) Make:-SIEMENS-Bitaguard, LEGRAND-Ekinox³-, SCHNEIDER-ACTI-9, L&T-AU

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

21 D.S.R 2.10 Supplying & fixing 5 amps to 32 amps rating 240/415 volts 10 kA, C curve Miniature Circuit

Breaker suitable for inductive loads of following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required. (Make:-LEGRAND- DX³/SCHNEIDER- ACTI-

9/SIEMENS- BETA GUARD/ L&T- AU VERSION.)

2.10.3 Double Pole Each 2 656.00 1,312.00

2.10.5 Triple Pole and neutral Each 6 1,228.00 7,368.00

22 D.S.R 2.14 Supplying & fixing following rating double pole (Single Phase & Neutral) 240 V, Resudual Curren

Circuit Breaker (RCCB) , having a sensitivity current uo to 300mA in the existing MCB DB complete

with connections, testing and commissioning etc. as required. Make:-LEGRAND- DX³/SCHNEIDER-

ACTI-9/SIEMENS- BETA GUARD/ L&T- AU VERSION.

23 D.S.R 2.18 Supplying and fixing of 20A 240V, SPN Industrial Type soclket out let with 2 pole and earth, metal Each 5 1,621.00 8,105.00

cenclosed plug top along with 20A "C" Series SP MCB, in sheet steel enclosure, on surface or in

recess, with chained metal cover for the socket out let and complete with connections, testing and

commissioning etc. as required. Make:- Legrand, L&T, Siemens, Schneider.

24 D.S.R 2.21 Providing & fixing of M.V. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 Each 5 269.00 1,345.00

mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on

front side as required.

25 D.S.R. EARTHING SYSTEM

i) 5.2 Earthing with G.I. Earth Pipe 4.5 Meter long , 40mm dia including accessories, and providing Each 4 6,855.00 27,420.00

massonry enclosure with cover plate having locking arragement and watering pipe etc. with

charcoal/cock and salt as required.

ii) D.S.R. 5.9 Supplying and laying 25 mm X 5 mm GI strip at 0.50 meter below ground/ surface as strip earth Mtr 30 144.00 4,320.00

electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required (Jointing

shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm)

26 LIGHTNING CONDUCTOR

i) D.S.R. 6.2 Providing and fixing of Lightning Conductor finial, made of 25 mm dia 300mm ling, G.I. Tube, Each 6 518.00 3,108.00

having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc.

complete as required.

ii) D.S.R. 6.7 Providing and fixing G.I. Tape 20mmx3mm thick on parapat or surface of the wall for lightning Mtr 200 126.00 25,200.00

conductor complete as required. (for Horizontal Run).

iii) D.S.R. 6.8 Providing and fixing G.I. Tape 20mmx3mm thick on parapat or surface of the wall for lightning Mtr 40 197.00 7,880.00

conductor complete as required. (for Vertical Run).

iv) D.S.R. 5.2 Earthing with G.I. Earth Pipe 4.5 Meter long , 40mm dia including accessories, and providing Each 6 6,855.00 41,130.00

massonry enclosure with cover plate having locking arragement and watering pipe etc. with

charcoal/cock and salt as required.

v) D.S.R. 5.9 Supplying and laying 25 mm X 5 mm GI strip at 0.50 meter below ground/surface as strip earth Mtrs. 40 144.00 5,760.00

electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required (Jointing

shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm)

27 D.S.R. 7.1 Laying of I no. PVC insulated and and PVC sheathed /XLPE power cable of 1.1 KV grade of following

size direct in ground including excavation snad cushioning, protective covering and refilling the

trench etc as required.

7.1.2 Above 35 Sq. mm. and up to 95 Sq. mm Mtr 450 405.00 182,250.00

7.1.3 Above 95 Sq. mm. and up to 185 Sq. mm Mtr 70 422.00 29,540.00

28 DSR 9.1 1.1 KV Cable End Termination:-Supplying and making indoor cable end termination with brass

double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable

of 1.1 KV grade as required.

29 DSR 14.13 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I.

fittings including trenching (75 cm deep)and re-filling etc. as required.

30 D.S.R.-2022 Supply, installation Testing and commissioning of 1200 mm sweep, BEE 5 star rated, ceiling with Each 75 2,730.00 204,750.00

page no.-72 Brush Less Direct Current (BLDC) Motor,class of insulattion: B, 3 nos. blades,30 cm long down rod,

19.1 2 nos. canopies, shacklet kit, safety rope, copper winding, Power Factor not less than 0.9, Service

Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS:

374-2019) THD less than 10% remote or electronic regulator unit for speed control and all

remaining accessories including safety pin, nut bolts, washers, Temperature rise=75 degree C

(Max.) insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC

Supply, earthing etc. complete as required.( 2 years warantee) Make:- Usha, Havells, Crompton,

TOTAL OF SCHEDULE ITEMS-(DSR-2022) (PART-A) 2,186,098.50 0.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

1 MR LED LLIGHTING FIXTURES

Note:- All LED Light fittings LM 79 and LM 80 reports need to be submitted with all accessories.

Samples of all type LED light fixtures are to be submitted to the Engineering Incharge and each

LED Light should have 100lm/W for the approval prior to procurement of light fixtures. All LED

light fixture must have two years warranty and minimum 50000 burning hours. Make Havels, Bajaj,

Philips Jaquar. Make 0f LED Chip_Philips/Osram/Cree/ Nichia.

i) Supply, fitting, fixing and testing of 10W LED Bulb (Luminous Flux- 600lm, CCT-6500K (Cool W Each 50 107.00 5,350.00

9/10 watt LED Bulb, B22, 6500 Khite), CRI-80, Rated Voltage- 220V/ 240V. Beam Angle- 120

degree and glare free..

ii) Supply, fitting, fixing and testing of surface mounted 9/10W LED Tube Light surface / wall mounted Each 25 654.00 16,350.00

2ft light fixture made of ultra slim co-extruded polycarbonate channel with housing part in white

finish & diffuser part in reeded opal finish, White finish ABS end caps with decorative circular

coloured polycarbonate cap snap fitted on the end cap with inbuilt electronic driver. Lumen> 950,

Efficacy is 100 lm/W. 6500K.

iii) Supply, fitting, fixing and testing of 20W LED Batten Tube Light surface / wall mounted and 4ft ( Each 50 921.00 46,050.00

1200 mm length) with base Made of extruded Aluminium and CRCA Housing with milkcy white

polycarbonate diffuser, built in electronic driver with decorative coloured polycarbonate cap snap

fitted on the end cap (fitted direct on wall ) Lumen >2000, Efficacy is 100/110 lm/W. 5700K

(5000o burniing hours) Luminaire manufacture shall provide LM 79 report from NABL accredited lab

& LM 80 report issued by LED manufacturer. Surface / Suspension mounting,

iv) Supply, fitting, fixing and testing of 1x40W LED batten Tube Light suspended with chain, suspension Each 110 1,990.00 218,900.00

rope and mounting holders 4ft LED tube light fixture with base (minimum 40mm width and 1200

mm length) Made of extruded Aluminium and CRCA Housing with milkcy white polycarbonate

diffuser, built in electronic driver with ABS end caps with decorative coloured polycarbonate cap

snap fitted on the end cap. Lumen >4400, Efficacy is 110 lm/W. 5700K and shall be installed

suspended as described above in BOQ. Luminaire manufacture shall provide LM 79 report from

NABL accredited lab & LM 80 report issued by LED manufacturer.

v) Supply , fitting, fixing and testing of 10W, LED bulkhead made of polycarbonate housing, LED Used Each 12 1,604.00 19,248.00

shall be SMD type and fixture should have minimum efficacy at System level (Not Chip Level) ≥80

to 110 lumens/watt with Minimum system Lumens 800, IP66. @ L70B50 Lumen maintenance, CCT

of 6500K CRI ≥80, PF ≥0.95, Min working temp range -0°C ≤ Ta ≤+ 35°C, an operating Voltage

Range of 140 - 270 VAC. Minimum Internal Surge Protection 3.5KV & IP66/IK07 protection. The

LED luminiare manufacturer shall have in-house NABL accredited lab to conduct type test as per IS-

vi) Supply, fitting, fixing and testing of IP20, round circular 18/20W LED Surface Mounted downlight Each 6 2,258.00 13,548.00

Light Fixture - Spun aluminium housing & spun CRCA sheet steel mounting plate, white powder

coated after phosphochromate treatment ,The circular housing white painted inside also act as

reflector. Lumen>1800, Efficacy >100 lm/W. The fixture design should comply with EMC / EMI

compliance along with BIS certification for LED Driver & Luminaire. Luminaire manufacture shall

provide LM79report from NABL accredited lab & LM80 report issued by LED manufacturer. BIS

approved with R-Code.

vii) Supply, fitting, fixing and testing of IP20, round circular 15W LED Surface Mounted downlight Each 6 2,079.00 12,474.00

Light Fixture, Polycarbonate housing with pressure diecast heat shink and PC deuffiser,

Lumen>1500, Efficacy >100 lm/w, operating temp -10 degree to +40 degreeC, operation voltage

140 to 300V AC. The fixture design should comply with EMC / EMI compliance along with BIS

certification for LED Driver & Luminaire. Luminaire manufacture shall provide LM79report from NABL

accredited lab & LM80 report issued by LED manufacturer.

viii) Supply, fitting, fixing and testing of building outer lighting luminaire (Street Light) aerodynamically Each 6 6,001.00 36,006.00

shaped single piece pressure die-cast Aluminum luminaire with high power LEDs as light source and

electronic driver (IP66), along with 45W LED Street Light as Energy saving as per drawing

prescribed reflector and heat resistant toughened flat glass cover, with 5ft long 40mm dia G.I. pipe

with 3 Nos. of iron clamps , anchor nut bolts with double washers as per direction of E/I or

consultant as per drawing prescribed reflector and heat resistant toughened flat glass cover.

ix) Gate Light (40/45W LED) :

Supply, fitting, fixing and testing of gate light lighting luminaire aerodynamically shaped single Each 2 7,130.00 14,260.00

piece pressure die-cast Aluminum luminaire with high power LEDs as light source and electronic

driver (IP65), along with 40/45W LED Lamp, (Post of LAMP) as Energy saving as per drawing

prescribed reflector and heat resistant toughened flat glass cover, with 2ft long 40mm dia G.I.

pipe to be installed on the RCC Pillar of the gate as per direction of E/I or consultant aand as per

drawing prescribed. (IP-65)

x) Supplying. fixing and testing of 90watt LED Street Light with pressure die cast aluminium Each 15 8,912.00 133,680.00

housing, separate driver, and optical compartment for Thermal isolation, Corrosion Proof, Optical

system consists of a injection moulded UV stabilized lens cover. High efficiency electronic driver with

Power factor > 0.95 and THD < 10%, Inbuilt surge protection of 6 KV, IP 66, confirming to

I.S:10322 Part-5.Section-3. The Luminaire System Efficacy > 110 Lm/W, complete with all

accessiries etc.

2 MR FANS & EXHAUST FANS

All Fan should be minimum 2 years of Warranty. Samples of all Fans are to be submitted to the

Engineer-in- charge for the approval prior to procurement of Fans. Make:- Usha, Bajaj, Havells,

i) Supply of 300mm 230V, 50 Hz., 1 phase, AC supply 1400 RPM Exhaust Fan, ISI Brand (Meta Each 1 2,167.00 2,167.00

Body- Light Duty) exhaust fan double ball bearing as required.

ii) Supply of 230 mm, 230V AC, 1400 RPM, Exhaust Fan, ISI Brand (Metal Body- Light Duty) exhaust Each 20 1,893.00 37,860.00

fan double ball bearing as required.

3 MR MCB 10kA/C Series

i) Supply, fitting fixing and testing of 63A TP/10kA, C Series MCB .(Make:-MCB-LEGRAND- Each 5 2,297.00 11,485.00

DX³/SCHNEIDER- ACTI-9/SIEMENS- BETA GUARD/ L&T- AU VERSION.)

ii) Supply, fitting fixing and testing of 63A FP/10kA, C Series MCB .(Make:-MCB-LEGRAND- Each 4 2,883.00 11,532.00

DX³/SCHNEIDER- ACTI-9/SIEMENS- BETA GUARD/ L&T- AU VERSION.)

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 MR 2000VA SINE WAVE 2000 VA INVERTERV (INTRACTIVE UPS)

A) Supplying,, installation, un loading at site, shifting to location, testing and commissioning of OFF

LINE, 2000VA (1ph-1ph) Stepped sinewave line Interactive UPS (Inverter), Single Phase, Voltage

Range-140V - 300V AC, DV Voltage-24V, VAH Batteries- 3600, (150AH * 02 Nos), IP-20, out put

Voltage-230V+/- 10%, Transfer Time-4ms -10ms Typical, Frequency-50Hz, Storage Temperature-

10 to + 40 ºC, LED Display, Generator compatibility, Efficency -88to 95%, Harmonic distrotion-<

2% THD (Linear Load), 4% THD (non Linear Load) (input voltage- 140V +- 5% to 300V AC +- 5%

along with all accessories.Warranty in Inverter (Intractive UPS)- 2 years, ( Warranty Certificate

from OEM Mandotary) and OEM must have local Service Center. Make:- Numeric (Legrand), APC

(Schneider), Vertive(Emersion), Eaton Power Quality Pvt. Ltd.

B) SITC of Tubular Batteries (12V / 150 AH/ (2Nos.) with open tray and interlik cable. (4 Years

Warranty on Tubular battery, ( Warranty Certificate from OEM Mandotary) (total VAH

(2X12X150=3600 VAH) (Make:- Battery:- Exide, Amar Raja, Quantum)

Total of 2000VA Sine Wave Off Line Inverter with Batteries & accessories (A+B) Set 1 93,561.00 93,561.00

5 MR 3 PHASE SMART ENERGY METER

Supply, fitting, fixing and commissioning of Three Phase 4 Wire Smart kWh Meter/50 HZ/ 50A-100A Set 1 39,452.00 39,452.00

(IS:- 16444) LCD display, tamper proof type Energy Meter (Note:- Location of all Smart kWh

Meter shall be on Wall ner Guard Room or in a suitable place.Make:- kWh Smart Meter-L&T/Conzerv

6 MR Supply of following size of 1.1KV XLPE / PVC Insulated / PVC sheathed (Heavy Duty) armoured

electric cable with aluminium conductor as per IS 7098 (Part-1) 1988 with upto date Amendments.

Make:- As per approved Make List (Make:- Havell’s, Polycab, RPG, RR Kabel, KEI)

i) Supply of 3.5 Core 120 Sq. mm. XLPE PVC Al. / Ar. Cable 1.1 KV P/Mtr 75 1,628.00 122,100.00

ii) SITC of 4 Core 16 Sq. mm. XLPE PVC Al. / Ar. Cable 1.1 KV P/Mtr 475 352.00 167,200.00

7 MR 8 METRE HEIGHT DECORATIVER OCTAGONAL POLE

i) Supply, fitting,fixing, erection and testing of 8 mtr Height Decorative Octagonal Hot Dip Galvanized Set 14 35,258.00 493,612.00

pole ( BOP-9032) with top dia 70 mm. bottom dia A/F175mm and made of 3 mm thick sheet, along

with base plate dimensions 275x227x16mm (L x B x T) small door opening for juction box mounting

with 2A DP MCB C Series, 10kA, and 35 A Four pole connector, cement concrete of 1:3:6 including

excavation, refilling and suitable size 6 nos. foundation bolts with template and all coplete job as

required (But without pole collar & without Arm). Make- Valmount, Transrail Lighting Ltd, R.R. Ispat,

ii) Supply fitting, fixing of 1 Mtr Single Arm Suitable for 70 mm Top Make- Valmount, Transrail Set 12 2,303.00 27,636.00

Lighting Ltd, R.R. Ispat,

iii) Supply fitting, fixing of 2 Mtr Double Arm Suitable for 70 mm Top Make- Valmount, Transrail Set 2 3,382.00 6,764.00

Lighting Ltd, R.R. Ispat,

8 MR SAFETY ITEM

i) S & F of Electrical insulating rubber matts confirming to IS: 15652 / 2006 with one side anti skid per/Sq/Mtr 2 1,845.00 3,690.00

abberation marks and pasting the mat with synthetic rubber adhesive as required. 11 KV, 2.5 mm

thick with proof voltage 22 KV / 3 min. and Break Down Voltage 45 KV

ii) Supplying of fire buckets of 10 liters Capacity of approved quality, painted white from inside and Esch 2 727.00 1,454.00

red outside and having inscription "FIRE" in white conforming to I.S. 2546/1974 duly amended upto

date complete as required & approved by Engineer Incharge.

iii) Supplying and fixing of MS pedestal stand heavy duty with rain protection cover as required suitable Set 1 5,089.00 5,089.00

for supporting Six fire buckets as required for fire fighting system & approved by Engineer Incharge.

iv) Supplying and fixing carbon dioxide (CO2) type fire extinguishers conforming to IS 15683 with Each 1 6,095.00 6,095.00

cylinder duly charged of capacity 4.5kgs. including fixing clamps, brackets, bolts and nuts etc. as

required & approved by the Engineer Incharge.

v) Supply and fixing of shock treatment/ restoration charts written in Hindi/ local language and English Each 1 1,174.00 1,174.00

duly framed and covered with 3.0 mm glass as required.

vi) Supply of First Aid Box made of 16 SWG MS Sheet duly painted within inside and outside surfaces Set 1 2,852.00 2,852.00

with one coat of primer and two coats of synthetic paint of required shade comprising the following

minimum but not limited, minimum 1 No. band aid bandage 150mm, 1 No. Savlon Soap 30 ml, 1 No

bottle Betadine 30 ml, 1 No Packet dressing material etc. as required, approved by Indian Red Cross

/ St. John's conforming to IS:2217.

vii) Supply of 440V grade Rubber Hands Gloves. As per IS:4770- 1991. Pair 1 727.00 727.00

TOTAL OF NON SCHEDULE ITEMS (PART-B) 0.00 1,550,316.00

NON SCHEDULE ITEMS (PART-C)

Yi-Fi & NETWORKING SYSTEM

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

i) MR 6 U WALL MOUNT Network Rack

Suply, fixing, fitting, installation and testing of 6 U (WALL MOUNT) Network Rack , CRCA 'D' Grade

thickness (mm) - 1.2, RAL 9017 (Matt Black), Glass - 4mm Toughened Tinted Glass Door, along

with all following standard accessories. (Prefered Make : Velrack-Legrand, Netrack, Rital)

Networking Cabinet Size- 504.65X600X500 (HXWXD)

Approx.Net Wt (kg) - 20

CRCA 'D' Grade thickness (mm) - 1.2, RAL 9017 (Matt Black),

Glass - 4mm Toughened Tinted Glass Door,

Cooling Fan (230V A/C 90 CFM) - 2 Nos,

PDU 230VAC - 1 No,

Cable Manager Metal- 2 Nos,

Mounting Hardware (20 sets of M6 screws,washer,cage nuts (nickel coated)) - 1 No,

Wall Screws (4 sets of 2'' screws, washer,rubber grommet (nickel coated)) - 1 No,

Door Lock - 1 No,

Front Metal Band -1 No.

In the rack there must be maintained 1 U = 1.75 inches space.

Cost of Wall Mount 6 U Network Rack Set 1 10,485.00 10,485.00

ii) MR 8 Port PoE Access Switch

SITC of 8-Port PoE Gigabit Media Convertor for fiber to PoE conversion. IEEE 802.3af/IEEE 802.3at Set 1 47,587.00 47,587.00

PoE+ standard compliance, Supports a maximum of 30 watts of output power, 10/100/1000 BASE-

T ports with 1x10/100/1000 base-T uplink port. Approved Make:- Cisco / Allied Telesis /

Juniper/HP As approved by consultant)

iii) MR Patch Panel 24 Port for CAT-6 Cable (8 Port Loaded)

SITC of UTP Cat. 6 patch panels (Compartible for Armrmoured CAT-6 Cable) equipped with (8 Port Set 1 16,021.00 16,021.00

Loaded) 24 RJ 45 connectors 19" panel - 1U , Equipped with 4 cassettes of 6 pre-fitted Cat. 6 LCS³

RJ 45 connectors, Automatic cassette removal by simple pressure,Each connector can be removed

individually,T568A and B marking with colour codes,Equipped with rear cable guide to hold cables

during maintenance,Supplied with coloured labels,Compliant with ISO/IEC 11 801, EN 50173 and

ANSI/TIA 568 standards,Flat panels,24 RJ 45 connectors - 1U - PoE++ UTP ,Equipped with new-

generation Quick-Fix for automatic (screwless) mounting on enclosure and cabinet

uprights,Universal mounting on all cabinets or enclosures,Panels ensure automatic earthing of each

connector, equipped with 4 bundles guides fixed at the rear. (Make:-Legrand /Commscop/

iv) MR SITC of BLUE/YELLOW color CAT6 LCS2 U/UTP 1 MTR (3.5 ft) factory made LCS2 Patch cord Set 2 384.00 768.00

with boot Factory Crimped PVC,Performance at 250MHz Should be as per Standards - IEC

61935-2 - Ed. 3.0 ISO/IEC 11801, Usage Temp – 20 to + 60°C, No of Twists 500, No of insertions

750, 24 AWG for rack end. (Make:Legrand/Systimax/ Siemon)

v) MR Indoor Wireless Access Point (Yi-Fi)

SITC of Indoor Wireless Access Point - AP shall have hardened enclosures for indoor deployment and Set 2 42,988.00 85,976.00

shall have a robust design for durability. It shall have dual radios for concurrent dual band (5 GHz /

2.4 GHz) operation. It shall have Simultaneous 574 Mbps on 2.4 GHz and 1201 Mbps on 5 GHz.

Minimum one number of 1 Gbps Ethernet port RJ-45. AP shall support Mu-MIMO with OFDMA. AP

Shall Support 1024 QAM for More Data Encoding. AP Shall Support BSS Coloring and TWT (Target

Wake Time). AP Shall Support support WPA-PSK /WPA2 -PSK /WPA3-PSK Wireless Security. AP shall

support Outfitted with the latest 802.11ax technology. The AP shall comply with IEEE 802.11ac at a

minimum and be backwards compatible to IEEE 802.11a/b/g/n/ac standards. AP shall operate at

least in full 2x2:2 MIMO or more mode without any loss of features or capabilities. AP shall Support

PoE 802.3at and DC Jack for convenient and affordable installation. AP must support 20 MHz, 40

MHz and 80 MHz channels. AP must support High Density Envirnement for Larger Device

Association. Warranty Must be 5 Years and Should be on OEM letter head consisting serial

number of deployed devices. Preferred Make: Hickvision/ Cisco/ Aruba

TOTAL OF NON SCHEDULE ITEMS (PART-C) 0.00 160,837.00

ALL SUB-HEAD TOTAL 2,186,099 1,711,153

GRAND TOTAL 3,897,252

GRAND TOTAL 3,897,252

D SUBHEAD OF FIRE FIGHTING SYSTEM

1 Supply, Installation, Testing and Commissioning of electric driven, centrifugal type,

single/multistage, end suction type, centrifugal pump of cast iron body, C.I impallers with

carbon steel shaft & mechanical seal directely coupled with TEFC SQ cage foot mounted type

induction motors suiitable for operation on 3 phase, 415 volts 50 Hz AC with IP 55 Protection

for enclosure, horizontall foot mounted with class F insulation , complete in all respect as

required or as directed by engineer incharge.

1.1 18.4.1 Terrace Booster Pump 0 Each 101859.00 -

2 Fabrication, Supplying, Installation, Testing & Commissioning of electrical control panel of

cubical construction, wall mounted type, fabricated out of 2mm. thick CRCA sheet,

compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of

approved shade after 7 tank treatment process, cable alley, interconnection, and accessories

mounting and internal wiring, earth terminals, numbering etc. complete in all respects, suitable

for operation on 415 V, 3 phase 50 HZ AC supply with enclosure protection class IP 42.

2.1 A7 For Terrace Pump 0 Each 22180.00 -

3.1 Supply of following size of 1.1KV XLPE / PVC Insulated / PVC sheathed (Heavy Duty)

armoured electric cable with aluminium conductor as per IS 7098 (Part-1) 1988 with upto

date Amendments. Make:- As per approved Make List (Make:- Havell’s, RPG, RR Kabel,

KEI, Gloster) 0 mtrs 255.00 -

3.2 1.17.2 Supplying and drawing following sizes of FRLS PVC insulatedcopper conductor, single

core cable in the existing surface/ recessed steel/ PVC conduit as required. 2 x 1.5 sq. mm

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4 18.11 Providing and fixing IS marked butterfly valve (PN 1.6) complete with companion flanges, bolts,

nuts, rubber insetions etc.

5 18.14 Providing and fixing check valve (NRV) complete with companion flanges, bolts, nuts, rubber

6 18.15 Providing and fixing Strainer (Y-Type) complete with companion flanges, bolts, nuts, rubber

insetions etc. -

7 A6 Pressure Gauge Assemble with Gate/Ball Valve 0 Each 3990.00 -

8 18.22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.

9 A5 Air release Valve / Drain Valve 0 Each 24835.00 -

10 A9 MS Structure support for piping 0 Kg 65.00 -

11 Providing, laying, testing & commissioning of IS 1239 marked black M.S pipe including all

fittings i.e bend, elbows, tees, flanges, reducing socket, nuts and bolts, gaskets etc fixed with

welded / screwed joints. including necessary excavation, backfilling, removal of surplus soil etc.

min. 1 mtr deep excavation and wrapping with anticorrosive treatement with 4 mm thick

asphalt tape as per IS:10221, refilling the trench etc. OR fixed with screwed or welded joints,

hanged with clamps, hanger supports, dash fasteners, bolts, nuts, rubber insertions etc

including threading, cutting, welding, edge preparation, painting of approved colour over two

coat of primer, cutting & making good the wall/ floor wherever required, complete as required

or as directed by engineer incharge.

12 18.9.1 Providing and fixing S.S Fire Hydrant Valve of approved quality with 63 mm female, instant,

ovlique, single outlet, 80 mm flanged inlet, brass spindle, cast iron wheel m A.B.S. blank cap and

chain. conforming to IS: 5290 complete with companion flange, bolts, nuts, rubber insertion /

compressed asbestos gasket etc. and painted in fire red colour.

13 18.17.2 Providing and fixing swinging, wall mounting type First Aid Hose Reel of approved quality and

made from compresed steel sheet with dust cover, cast iron brackets including 30 m long, 19

mm nominal bore, high presure braided rubber hose as per IS:444 Type hose guide, PVC shut off

nozzle with 6 mm outlet and 25 mm nominal bore gun metal inlet valve, bolts, nuts rubber

insetion etc. painted in Fire red colour including cutting and making good the walls wherver

required. 0 Each 12073.00 -

14 A3 Providing and fixing 25 / 15 mm nominal gun metal gate valve class I with CI wheel of approved

quality with union (Screwed end) 0 Each 1685.00 -

15 18.16.1 Providing and fixing in position 63 mm nominal bore and 15 m long synthetic fibre, CP fire hose

pipe of approved make bearing IS: 636 -1988 type A mark and having TAC and MMD approved

with a pair of 63 x 63 mm gun metal instantaneous type, heavy duty delivery hose coupling

(conforming to IS: 903) bound and riveted to the hose pipe with copper rivets and copper wire

complete. 0 Each 5202.00 -

16 18.18.1 Providing and fixing in position short SS brach pipe of approved quality with 63 mm male

instatneous type inlet and 15 mm outlet nozzle complete conforming to IS : 903 0 Each 2416.00 -

17 A4 Supplying and fixing of hose cabinet of size 450mm x 450mm x 250mm made of 2mm thick M.S.

sheet with 6mm thick glazed glass door including necessary locking arrangment suitable to

accomodate 1 nos. 15 mtr. long hose pipe, 1 no. branch pipe mounted on wall or raised brick

platform and duly painted with post office red externally and white internally with synthetic

enamel paint complete in all respect.

18 18.19.2 Supplying, fixing, testing & commissioning of 1 set of 63mm two way instantaneous fire brigade

connection (FBC) with inbuilt NRV comprising of SS and four SS instantaneous male inlet

coupling confirming to IS:604 with plug and cap with chain as required with nut & bolts,

washers, high pressure gasket as required.

19 18.20 Supplying, fixing, Air Vessel of 250 mm dia and approx 1200 mm in length with air release valve

and all accessories. 0 Each 18244.00 -

20 A2 Providing , fixing Dry Chemical Powder (Stored Pressure Type) Mono Ammonium Phosphate

50% powder confirming to ‘IS 14609’ , Nitrogen Pressurized, Controllable Discharge

Mechanism, Pressure Gauge, Discharge Hose & Nozzle Epoxy Polyester Powder Coated As per

‘IS 15683’ ISI mark Fire Extinguishers. Operating Temperature: - (-) 20oC to (+) 55oC Suitable

for ‘A’ ‘B’ ‘C’ Class of FIRE complete in all respects (4 Kg Capacity)

21 A1 Carbon Di-oxide Type , Gas Confirming to IS ‘15222’ , Cylinder Confirming to ‘IS 7285’ & PESO

approved ,Controllable Discharge Mechanism, Discharge Hose & Horn As per ‘IS 15683’ & ‘IS

2878’ ISI mark Fire Extinguishers (Wheel Type or Squeeze Grip Type). Operating Temperature :-

(-)20oC to (+)55oC Suitable for ‘B’ ‘C’ Class of FIRE (4.5 Kg Capacity)

22 A10 Providing , fixing Modular type Fire Extinguishers for electrical rooms (Stored Pressure Type)

Mono Ammonium Phosphate 50% powder confirming to ‘IS 14609’ , Nitrogen Pressurized,

Controllable Discharge Mechanism, Pressure Gauge, Discharge Hose & Nozzle Epoxy Polyester

Powder Coated As per ‘IS 15683’ ISI mark Fire Extinguishers. Operating Temperature: - (-)

10oC to (+) 55oC Suitable for ‘A’ ‘B’ ‘C’ Class of FIRE complete in all respects (5 Kg Capacity)

ALL SUB-HEAD TOTAL 0 75,760

GRAND TOTAL 75,760

GRAND TOTAL 75,760

E SUBHEAD OF BOUNDARY WALL

boundary wall shall be the chain link fencing

1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in width as 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-charge.

2.6.1 All kinds of soil Cum. 29.05 177.50 5,157.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

2 2.25 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 15.00

watering, lead up to 50 m and lift upto 1.5 m. Cum. 196.00 2,940.00

3 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete.. Cum. 2123.75 0.00

SUB-HEAD-2 MASONARY WORKS

4 6.34 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 :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum. 0.00 8752.55 0.00

SUB-HEAD-3 CONCRETE WORKS

5 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone

aggregate 20 mm nominal size) 211,904.00

6 5.33 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 I 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.

6.1 5.33.1.1 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg

6.2 5.33.2.1 All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement

content of 330 kg /cum Cum. 9,860.40 0.00

SUB-HEAD-4 CENTERING AND SHUTTERING WORK

7 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

7.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 0.00 392.15 0.00

7.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 0.00 736.40 0.00

7.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 0.00 961.30 0.00

SUB-HEAD-5 STEEL WORK

8 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

8.1 5.22.6 Thermo-Mechanically Treated bars Kg. 0.00 107.85 0.00

8 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

8.2 5.22A.6 Thermo-Mechanically Treated bars Kg. 0.00 107.85 0.00

9 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works Kg. 172.60 988,852.00

10.0 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10

metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9

horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as

per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core 0.00

(2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and

weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

SUB-HEAD-6 PLASTER & FINISHING WORK

11 13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) sqm 0.00 343.65 0.00

12 13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 0.00 116.90 0.00

13 13.62 Painting with synthetic enamel paint of approved brand and manufacture to give an even

13.62.1 Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture 226.25 48,751.00

14 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm

including strengthening with 2 mm dia wire or nuts, bolts and washers as required

complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

ALL SUB-HEAD TOTAL 1,880,856 0

GRAND TOTAL 1,880,856

GRAND TOTAL 1,880,856

F SUBHEAD OF ENTRANCE GATE & GUARD ROOM

SUB-HEAD-1 EARTHWORKS

1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over

areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal

of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and

neatly dressed.

2.6.1 All kinds of soil Cum. 28.24 177.50 5,014.00

2 2.25 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 upto 1.5 m. Cum. 19.99 196.00 3,918.00

3 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. Cum. 1.11 2123.75 2,358.00

SUB-HEAD-2 MASONARY WORKS

4 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum. 1.62 7132.25 11,555.00

5 6.34 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 :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum. 6.64 8752.55 58,085.00

SUB-HEAD-3 CONCRETE WORKS

6 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone

aggregate 20 mm nominal size) cum 2.74 7,294.70 19,959.00

7 5.33 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 I 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.

7.1 5.33.1.1 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg

7.2 5.33.2.1 All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement

content of 330 kg /cum Cum. 9.72 9,860.40 95,794.00

SUB-HEAD-4 CENTERING AND SHUTTERING WORK

7 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

7.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 29.90 392.15 11,726.00

7.2 5.9.3 Suspended floors, roofs, landings, balconies and access

7.3 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 21.80 736.40 16,050.00

7.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 42.21 961.30 40,577.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

SUB-HEAD-5 STEEL WORK

8 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

8.1 5.22.6 Thermo-Mechanically Treated bars Kg. 675.45 107.85 72,848.00

8 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

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

8.2 5.22A.6 Thermo-Mechanically Treated bars Kg. 1262.95 107.85 136,210.00

9 9.48 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.

9.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg. 54.00 238.35 12,871.00

10 10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators,

side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc.

complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars

tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat

of approved steel primer, but excluding the cost of other fittings, complete all as per

approved design, (sectional weight of only

steel members shall be measured for payment).

10.1 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of

C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

11 10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-

sections, joints mitred and welded, including fixing of necessary butt hinges and screws and

applying a priming coat of approved steel primer.

11.1 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of

C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

12 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of

internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface

hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by

means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of

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

13 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works Kg. 1171.80 172.60 202,253.00

14 10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory

windows, all complete with :

SUB HEAD 5 : WOOD WORK & ALUMINIUM WORK

15.0 9.21 Providing and fixing ISi marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board 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:

15.1 9.21.1 30 mm thick including ISi marked Stainless Steel butt hinges

with necessary screws Sqm 1.89 2172.10 4,106.00

16.0 9.96 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 :

17.0 9.97 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 :

18.0 9.100 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 :

19.0 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic

coating not less than grade AC 10 as per IS : 1868)transparent or dyed to required colour and

shade, with necessary screws etc. complete.

19.1 9.101.2 Twin rubber stopper each 1.00 72.35 73.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

SUB HEAD 6 : FLOORING WORK

20.0 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to

be specified by the manufacturer), of approved make, in all colours, shades except

burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting,

risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white

cement mixed with pigment of matching shade complete.

21.0 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm

(thickness to be specified by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement : 4

Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and matching pigment etc., complete. Sqm 7.94 1096.55 8,702.00

SUB-HEAD-6 PLASTER & FINISHING WORK

22 13.4 12 mm cement plaster of mix :

23.0 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

thick cement plaster 1:6 (1 cement : 6 fine sand). sqm 64.20 518.55 33,291.00

24 13.16 6 mm cement plaster of mix :

25 13.41.1 Distempering with 1st quality acrylic distemper (ready mixed) having VOCcontent less than

50 gram/litre, of approved manufacturer and of required shade and colour all complete to

achieve even shade and colour : New work (two or more coats)

over and including water

thinnable priming coat with cement primer having VOC content

less than 50 gram/litre sqm 46.23 185.65 8,583.00

26 DSR 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of

required shade :

26.1 13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat

of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 64.20 171.10 10,985.00

27 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour

to give an even shade :

13.62.1 Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture sqm 40.02 226.25 9,055.00

28 MR-4 Supply Fitting and fixing 13 to 18 inch height Jindal make 306 grade stainless steel 18

gauge letter cut with Leaser machine as per the design

LETTER PROJECTION - 4 Inch projected with 18 gauge thick steel sheet to make the side

wall of letter Each 17.00 1882.00 31,994.00

ALL SUB-HEAD TOTAL 888,556 31,994

GRAND TOTAL 920,550

GRAND TOTAL 920,550

G SUBHEAD OF INTERNAL ROAD, PATHWAY, PARKING & SITE FILLING WORKS

1 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, for all lift, including getting out the excavated

soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of

2 2.25 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 250.00

ramming and watering, lead up to 50 and for all lift. CUM 196.00 49,000.00

3 2.25(a) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical

transport upto a lead of 5km also including ramming and watering of the earth in layers not

exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

4 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity

after excavating earth to an average of 22.5 cm depth dressing to camber and 3000.00

consolidating the sub grade and disposal of surpluys earth lead upto 50 mtr. SQM 218.90 656,700.00

5 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. Cum 2123.75 75,605.50

6 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) Cum 7294.70 227,959.38

7 16.78 Construction of granular sub-base by providing close graded Material conforming to

specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by

tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness

with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per specifications and directions of Engineer-in-

7.01 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-

8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

4.1.3 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from

natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural 150.00

Providing and laying 60mm thick factory made cement concrete interlocking paver

block of M -30 grade made by block making machine with strong vibratory compaction,

16.68 of approved size, design & shape, laid in required colour and patternover 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.

10 16.69 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 kerb stone shall be

approved by Engineer-in-charge) Cum 31.25 10117.60 316,154.76

ALL SUB-HEAD TOTAL 3,953,578 0

GRAND TOTAL 3,953,578

GRAND TOTAL 3,953,578

H SUBHEAD OF SEPTIC TANK (100 User)

1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over

areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

2.6.1 All kinds of soil CUM 61.48 177.50 10,913.00

2 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete. CUM 1.71 2123.75 3,627.00

3 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level

3.1 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size) CUM 3.42 6812.00 23,267.00

4 5.33 Providing and laying in position machine batched and machine mixed design mix M-25

grade cement concrete for reinforced cement concrete work, using cement content as per

approved design mix, including pumping of concrete to site of laying but excluding the cost

of centering, shuttering, finishing and reinforcement, including admixtures in recommended

proportions as per IS: 9103 to accelerate, retard setting

of concrete, improve workability without impairing strength and durability as per direction of

Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement

used as per design mix is payable/recoverable separately).

5.33.1 All works upto plinth level cum 1.98 9504.75 18,778.00

5 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 1.81 736.40 1,335.00

6 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 18.85 927.25 17,479.00

7 5.22 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 TMTC-500-8mm dia. MT 177.81 107.85 19,177.00

8 2.25 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 upto 1.5 m.

9 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) sqm 12.20 7132.25 87,032.00

10 6.45 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. SQM 6.60 1105.80 7,299.00

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

11 13.4 12 mm cement plaster of mix :

12 13.18 Neat cement punning SQM 65.76 79.95 5,258.00

13 19.18.3 Supplying and fixing C.I. cover without frame for manholes : 560 mm diameter C.I. cover

(heavy duty) the weight of the cover to be not less than 108 kg NOS 4.00 7575.40 30,302.00

14 19.32 Making soak pit 2.5 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with

bricks and S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard

19.32.1 with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 NOS 1.00 26861.90 26,862.00

ALL SUB-HEAD TOTAL 277,945 0

GRAND TOTAL 277,945

GRAND TOTAL 277,945

J SUBHEAD OF LANDSCAPING WORK

1 Item 2.2 Supplying and stacking of good earth at site including royalty and carriage

20% for payment).

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

2.0 Item 2.3 Supplying and stacking sludge at site including royalty and carriage upto 5

3.0 Item 2.4.3 Supplying and stacking at site dump manure from approved source,

will be reduced by 8% for payment) :

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

4 Item 2.8 Spreading of sludge, dump manure and/or good earth in required thickness

good earth to be paid separately).

5.0 Item 2.9 Mixing earth and sludge or manure in the required proportion specified or

6.0 Item 2.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep

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 declared

unserviceable and surplus earth by spreading and leveling as directed,

within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or

extra earth to be paid for separately)

7 Item 2.33 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm

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

the surface smoothen and light waterning with sprinkler and maintenance

for 30 days or more till the grass establish properly, as per direction of

officer-in-charge. SQM 590.00 214.40 126,496.00

8.0 Item 8.30 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-

officer-in-charge. Each 20.00 50.00 1,000.00

8 Item 8.37 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy

8.0 Item 8.40 Providing and stacking of Hibiscus variegated of height 60-75 cm. with

officer-in-charge. Each 20.00 55.00 1,100.00

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

8.0 Item 8.42 Providing and stacking of Jatropha multifida (red colour) of height 60-75

officer-in-charge. Each 20.00 45.00 900.00

8 Item 8.46 Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags

8.1 Item 8.50 Providing and stacking of Nerium oleander (kaner) of height 60-75 cm. with

officer-in-charge. Each 20.00 40.00 800.00

8.1 Item 8.59 Providing and stacking of Tabernaemontana coronaria (Chandni single) of

the officer-in-charge. Each 20.00 45.00 900.00

8 Item 8.72 Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big

8.1 Item 3.19 Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with

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

officer-in-charge. Each 30.00 169.15 5,074.50

9.0 Ground cover

9 Item 6.1 Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm

Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. Each 20.00 121.00 2,420.00

9.0 Item 6.21 Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegated

officer-in-charge. Each 20.00 30.00 600.00

9.0 Item 6.25 Providing and stacking of Syngonium (Butterfly) variegated with 2-3 suckers

the officer-in-charge. Each 20.00 30.00 600.00

9 Item 6.11 Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves

officer-in-charge. Each 20.00 30.00 600.00

10.0 TOTAL Proposed AVENUE TREES

10.0 Item 7.24 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm.

10 Item 7.62 Providing and stacking of Peltophorum species of height 150-165 cm. in

10.0 Item 7.51 Providing and stacking of Lagerstroemia thorelli of height 150-165 cm.in

10.0 Item 7.82 Providing and stacking of Spathodea campanulata of height 150-165 cm.

10 Item 7.80 Providing and stacking of Saraca indica (Sita Ashok) of height 105-120

11.0 Item 7.12 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50

11 Item 7.43 Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25-

officer-in-charge. Each 5.00 480.00 2,400.00

12.0 ORNAMENTAL TREE

12.0 Item 7.70 Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4

officer-in-charge. Each 15.00 225.00 3,375.00

13 FOREST TREE

13.0 Item 7.88 Providing and stacking of Terminalia arjuna of height 150-165 cm. in big

13.0 Item 7.73 Providing and stacking of Pongamia glabra (Papri) of height 120-135 cm. in

13 Item 7.5 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm

13.0 Item 7.3 Providing and stacking of Albizzia lebbek of height 150-165 cm. in bag of

13.1 Item 7.23 Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135

ALL SUB-HEAD TOTAL 257,998.41 0

GRAND TOTAL 257,998.41

GRAND TOTAL 257,998.41

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

H SUBHEAD OF BOREWELL

7.01 23.1 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

23.1.1 All Types of Soil

7.02 23.2 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, beyond 90 metre & upto 150

metre depth below ground level.

23.2.1 All Types of Soil

7.03 23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,

unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:

12818, including required hire and labour charges, fittings & accessories etc. all

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

a) 23.3.3 200 mm nominal size dia Metre 60.00 1113.35 66801.00

7.04 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well

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

12818, including hire & labour charges, fittings & accessories etc. all complete, for

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

23.4.3 200 mm nominal size dia Metre 40.00 1255.70 50228.00

7.05 23.8 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-in-charge.

7.06 23.12 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.

7.07 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to

the top of bore well housing/ casing pipe, removable as per requirement, all

complete for borewell of:

7.08 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of

tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size

7.09 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

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

7.10 DSR-2022 Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe

E&M. 18.8 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 :

7.11 DSR-2022 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with

E&M-18.11 bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

Digitally signed by SUPARNA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. RATE DSR AMT. NSOR AMT.

7.12 DSR-2022 Providing, installation, testing and commissioning of non-return valve of following

E&M-18.14 sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers

etc.as required :

7.13 18.33 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 :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Metre 2 10862.40 21724.80

7.14 DSR-2022 Supplying and drawing following sizes of FRLS PVC insulated copper conductor,

E&M-1.17 single core cable in the existing surface/ recessed steel/ PVC conduit as required.

7.15 NON DSR 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 riser pipes jointing of electrical

cables other connections making switch 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 100 metres.

7.16 NON DSR Providing and fixing Panel Board compatible to submersible pump with

complete accessories like DOL starter, ammeter, voltmeter, single phasing

preventer and all motor protection arrangement, earthing complete in all

respect as per entire satisfaction and direction of Engineer-in-charge.

ALL SUB-HEAD TOTAL 444,651 118,273

Sub TOTAL 562,923.70

Grand Total 70110838.34

Grand Total 70110838.34

Digitally signed by SUPARNA