Development lighting of community parks community sports grounds fields etc. Financial assistance for illumination of Burnpur Cricket Club field by installing High Mast Towers and Financial aid for Infrastructure development at BMVS center Nivedita Enclave for showcasing products made by beneficiaries

S.No. Description of work DSR- 2023 For Civil & Plumbing Rs.)

DSR- 2025 For E

Development/lighting of community

1 parks/community sports grounds/fields 1,187,733.02 0.00 163,744.25

Financial assistance for illumination of

2 Burnpur Cricket Club field by installing High 640,504.42 339,481.20 1,948,513.54

Financial aid for Infrastructure development

3 at BMVS center (Nivedita Enclave) for 707,965.04 0.00 0.00

showcasing products made by beneficiaries.

Add Cost Index @13% on DSR 2023 For Civil

& Plumbing works and on DSR 2022 for E &

M Items for Asansol project site as per the 329,706.32 0.00 0

latest cost index published by CPWD vide

circular dated 26.12.2024

SubTotal Including GST :- (C) 5,317,648

Digitally signed by SUPARNA

Name of the project: Development/lighting of community parks/community sports grounds/fields

SAIL Work order no. 5200000178 dated 01.04.2025

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

Ground development work

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.

i 2.6.1 All kinds of soils Cum 200 177.5 35500

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

3 2.25 exceeding 20cm in depth, consolidating each Cum 200 196 39200

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors,

4 2.27 including watering, ramming, consolidating and Cum 30 2123.75 63712.5

dressing complete.

2.25A Excavating, supplying and filling of local earth (including

royalty) by mechanical transport up to a lead of 5 km,

also including ramming and watering of the earth in

layers not exceeding 20 cm in trenches, plinth, sides of

foundation etc., complete.

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 upto1.5

2.28.1 All kinds of soil. Sqm 3000 34.15 102450

C 4 CONCRETE WORKS

Providing and laying in position cement concrete of

1 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived

a 4.1.6 from natural sources : 6 graded stone aggregate 40 Cum 10 7178.75 71787.5

mm nominal size derived from natural sources)

Sub total 71,787.50 0.00

D 5 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting,

propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 25 961.3 24032.5

Steel reinforcement for R.C.C. work including

2 5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

Digitally signed by SUPARNA

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

Steel reinforcement for R.C.C. work including

3 5.22A straightening, cutting, bending, placing in position

and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

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

4 5.33.1 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.

Concrete of M25 grade with minimum cement

content of 330 kg /cum

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

Concrete of M25 grade with minimum cement

content of 330 kg /cum

E 6 BRICK WORK

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

1 6.1 modular) bricks of class designation 7.5 in foundation

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 0 7132.25 0

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 33.6 8752.55 294085.68

K 13 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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).

3 13.16 6 mm cement plaster of mix :

Digitally signed by SUPARNA

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

13.83 Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic Compound )

content less than 50 grams/ litre. of approved brand and

manufacture, including applying additional coats

wherever required to achieve even shade and colour.

Finishing walls with Premium Acrylic Smooth

6 13.47 exterior paint with Silicone additives of required

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

over and including priming coat of exterior primer

applied @ 2.20 kg/10 sqm)

7 13.5 Applying priming coat :

With ready mixed red oxide zinc chromate primer of

ii 13.50.3 approved brand and manufacture on steel galvanised Sqm 10 67.4 674

iron/ steel works

Painting with synthetic enamel paint of approved

8 13.62 brand and manufacture of required colour to give an

Two or more coats on new work over an under coat

i 13.62.1 of suitable shade with ordinary paint of approved Sqm 10 226.25 2262.5

brand and manufacture

M 22 WATER PROOFING

2 13.18 Neat cement punning Sqm 100 79.95 7995

Sub total 7995 0

Miscellaneous works

Supplying, fitting & fixing precast garden bench of

different colours. All components are reinforced

suitably for long use and to prevent damaged during

handling, transportation & erection. All parts are

jointed together with galvanized nuts & bolts of

suitable size and bolts are sealed after assembly.

Bench top and back planks are treated with special

anti-corrosion, water proof coating so as to make

surfaces glossy and water proof. All components are

manufactured by using M-30 grade of concrete using

vibro-compaction process. (Make : Bose Abasan

Prakalpa or equivalent make)

Supply of Hot dip Galvaized swaged type Steel

Tubular pole of 6 mtr. length with MS base base plate

(200 mm x 200 mm x 6mm), pole cap and 1000 mm

long arm bracket. The rate is inlcusive of 4 nos. J hook

type foundation bolt to be laid into each pole pedestal

along with 2 nos. nut and washers as required. 2 nos.

Suction pipes as per the required length to be

inserted into pole pedestal for the laying of the

cables. The pole should have the provision near the

bottom for the fixing of 4 pole connector/terminal.

The rate is inclusive of the SITC of the 4 pole

connector/termianl. The base of the poles shall be

having 4 nos. holes for the provision of fixing it over

the already laid j type foundation bolt into the

pedestal all complete as per directions of Engineer In

Digitally signed by SUPARNA

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

Erection of 6 meter swaged type steel tubular pole on

Concrete foundation of size 500mm x 500mm x 750

mm (500 mm below ground level and 250 mm above

MR ground level). The rate is inclusive of all the allied Each 5 7042.75 35213.75

civil works like excavation, reinforcement, reinforced

cement concrete etc. all complete as per the

directions of Engineer In charge.

Supply installation and commissioning of 120 watt

LED Street Light fixure of approved make complete

MR with lamp, electric ballast etc as required. The model, Each 5 5211.6 26058

clour, specifications etc. shall be finalized as per

directions of Engineer In charge.

Total of miscellaneous works 0 163744.25

sub total of ground development 1,187,733.02 163,744.25

Digitally signed by SUPARNA

Financial assistance for illumination of Burnpur Cricket Club field by

Field Dimensions: 123m x 103m

Description Unit Qty

Electrical & mechnical Items

High Mast Towers for Cricket Ground Inc.

Head frame -SUPPLY INSTALLATION TESTING

COMMISSIONING OF HIGH

MAST 18 MTR WITH ALL ACCESSORIES

INCLUDING FOUNDATION BOLTS TOP DIA – 200

mm BOTTOM DIA – 500 mm. SHEET THICKNESS

– 4 MM E -355 SHEET AND

1 NS Each 4.00

FABRICATION/FIXING OF MONKEY LADDER

INCLUSIVE OF ALL FRIEGHT,

LOADING/UNLOADING, TRANSPORTATION,

LIFTING ETC. ALL COMPLETE FOR THE SITC OF

HIGH MAST TOWER ALL COMPLETE AS PER

THE DIRECTIONS OF THE ENGINEER IN

SUPPLY INSTALLATION TESTING OF HEAD

FRAME SUITABLE FOR 16 LIGHTS AS PER THE

STANDARD SIZE OF TO ACCOMODATE THE

VARIOUS LIGHTS. WORKING PLATFORM FOR 2

PERSONS 6 FEET DIAMETER FRAME INCLUSIVE

2 NS Each 4.00

OF ALL FRIEGHT, LOADING/UNLOADING,

TRANSPORTATION, LIFTING ETC. ALL

COMPLETE FOR THE SITC OF HIGH MAST

TOWER ALL COMPLETE AS PER THE

DIRECTIONS OF THE ENGINEER IN CHARGE

Lighting -Supply and installation, testing and

commissioning of 500W LED floodlights on high

3 NS 1. Approved make LED FLOOD LIGHT 500W ( 8- Each 4.00

DEGREE) Luminary : 500W LED

Specs: GFL-500H CW

CCT 5500K,CRI≥70 ,IP66

.Approved make LED FLOOD LIGHT 500W ( 20

DEGREE AND 40 DEGREE) (GALACTIC SERIES)

4 NS Each 5.00

Luminary : 500W LED Article No. : GFL-500H CW

CCT 5500K,CRI≥70 ,IP66

Digitally signed by SUPARNA

SUPPLY AND INSTALLATION, TESTING AND

5 NS COMMISISONING OF FEEDER PILLAR PANEL Each 1.00

100 A INCOMMER, OUTGOING – 4 NO 32 A 4P

Supplying of PVC insulated and PVC sheathed /

XLPE aluminium conductor cable of 1.1 KV grade

6 NS Meter 50.00

3.5 core 35 sq. mm cable (for available power

source to VTPN DB. )

Supplying of PVC insulated and PVC sheathed /

XLPE aluminium conductor cable of 1.1 KV grade

7 NS meter 400.00

4 core 10 sqmm sq. mm cable ( for outgoing

from VTPN DB to each high mast tower.)

Wiring for light/ power plug with 2CX1.5 sq. mm

FRLS PVC insulated copper conductor single core

8 NS meter 750.00

cable in surface/ recessed medium class PVC

conduit (from termination box to lights)

Supplying and making end termination with

brass compression gland and aluminium lugs for

7 following size of PVC insulated and PVC sheathed nos 4.00

/ XLPE aluminium conductor cable of 1.1 KV

grade as required.3.5 X 35 sq. mm (32mm)

Supplying and making end termination with

brass compression gland and aluminium lugs for

8 11.1.32 following size of PVC insulated and PVC sheathed nos 8.00

/ XLPE aluminium conductor cable of 1.1 KV

grade as required.4 X 10 sq. mm (25mm)

Laying of one number PVC insulated and PVC

sheathed / XLPE power cable of 1.1 KV grade of

following size direct in ground

including excavation, sand cushioning, protective

covering and refilling the trench etc as required.

Supplying and fixing of following ways surface/

recess mounting,vertical type, 415 V, TPN 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 MCBs (but without MCBs

and incomer ) as required . (Note : Vertical type

MCB TPDB is normally used where 3 phase

outlets are required.) 8 way (4 + 24), Double

Digitally signed by SUPARNA

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 connections, etc.

as required.100 A, 16 KA, TPMCCB

Supplying and fixing 5 A to 32 A rating, 240/415

V, 10 kA, "C" curve, miniature circuit breaker

suitable for inductive load of following poles in

the existing MCB DB complete with connections,

testing and commissioning etc. as

required.Triple pole(32A)

Earthing with G.I. earth pipe 4.5 metre long, 40

mm dia including accessories, and providing

masonry enclosure with cover plate having

locking arrangement and watering pipe etc. with

charcoal/ coke and salt as required.(for four nos

of poles and one VTPN body earthing +four nos

of Lighting arrestor)

Supplying and laying 25 mm X 5 mm G.| strip at

0.50 metre below ground as strip earth

electrode, including connection/ terminating

14 5.9 with G.I. nut, bolt, spring, washer etc. as meter 46.52

required. (Jointing shall be done by overlapping

and with 2 sets of G.I. nut bolt & spring washer

spaced at 50mm)

Providing and fixing of lightning conductor finial,

made of 25 mm dia 300 mm long, G.I. tube,

15 6.2 having single prong at top, with 85 mm dia 6 mm each 4.00

thick G.I. base plate including holes etc. complete

Providing and fixing G.I. tape 20 mm X 3 mm

thick on parapet or surface of wall for lightning

conductor complete as required.(For

Total Electrical & Mechanical Items

Civil works- foundation for high mast towers (1.5m x 1.5m x 1.5m)

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

17 2.6 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-

Digitally signed by SUPARNA

2.6.1 All kinds of soils cum 110.00

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in

18 2.25 layers not exceeding 20cm in depth, cum 90.00

consolidating each deposited layer by ramming

and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete

19 4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

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)

Centering and shuttering including strutting,

propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for

Columns, Pillars, Piers, Abutments, Posts and

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.

5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Digitally signed by SUPARNA

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

Thermo-Mechanically Treated bars of grade Fe-

Sub total of all works

Digitally signed by SUPARNA

Cricket Club field by installing High Mast Towers

Amount (Rs.) Amount (Rs.)

Rate (Rs.) (DSR 2025 (DSR 2023

Digitally signed by SUPARNA

Digitally signed by SUPARNA

ast towers (1.5m x 1.5m x 1.5m)

Digitally signed by SUPARNA

Digitally signed by SUPARNA

Digitally signed by SUPARNA

Name of the project: Financial aid for Infrastructure development at BMVS center (Nivedita

Enclave) for showcasing products made by beneficiaries

SAIL Work order no. 5200000178 dated 01.04.2025

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

BMVS center (Nivedita Enclave)

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.

i 2.6.1 All kinds of soils Cum 38.4 177.5 6816

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

2.1 2.7.1 Ordinary rock Cum 0 498.9 0

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

3 2.25 exceeding 20cm in depth, consolidating each Cum 45 196 8820

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors,

4 2.27 including watering, ramming, consolidating and Cum 4.7265 2123.75 10037.90438

dressing complete.

Sub total 25,673.90 0.00

C 4 CONCRETE WORKS

Providing and laying in position cement concrete of

1 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived

a 4.1.6 from natural sources : 6 graded stone aggregate 40 Cum 5 7178.75 35893.75

mm nominal size derived from natural sources)

Sub total 35,893.75 0.00

D 5 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping

etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 19.9068 961.3 19136.40684

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 2.34 951.1 2225.574

Digitally signed by SUPARNA

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

Steel reinforcement for R.C.C. work including

2 5.22 straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

Steel reinforcement for R.C.C. work including

3 5.22A straightening, cutting, bending, placing in position and

binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

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

4 5.33.1 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.

Concrete of M25 grade with minimum cement content

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

Concrete of M25 grade with minimum cement content

E 6 BRICK WORK

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

1 6.1 modular) bricks of class designation 7.5 in foundation

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 8.0637 7132.25 57512.32433

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 15.24 8752.55 133388.862

H 10 STEEL WORK

Digitally signed by SUPARNA

Sl. No. DESCRIPTION UNIT Rate DSR Amount

Item code Quantity Amount (in

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.

Sub total 441.30 0.00

7 13.5 Applying priming coat :

With ready mixed red oxide zinc chromate primer of

ii 13.50.3 approved brand and manufacture on steel galvanised Sqm 4 67.4 269.6

iron/ steel works

Painting with synthetic enamel paint of approved

8 13.62 brand and manufacture of required colour to give an

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

i 13.62.1 suitable shade with ordinary paint of approved brand Sqm 4 226.25 905

and manufacture

Sub total 1,174.60 0.00

sub total of civil works of showroom 707,965.04 0.00

Digitally signed by SUPARNA