Development of VSS Cricket Stadium, Sambalpur- Relaying work of Cricket FoP (Field of Play)- Phase-I

Sl. DSR SOR NON SOR

Units Qty Rate (Rs.)

No. SOR REF AMOUNT AMOUNT

I Raising of Field of Play (FOP) to required finished level

including filling, compaction, and grading

1.00 Supplying & filling in plinth with soilng/Moorum/Hard Copra

16.3.10; under floors, including watering, ramming, consolidating and

2.36 dressing complete.Moorum/Hard Copra

Extra for levelling & neatly dressing of disposed soil completely

directed by Engineer-in-charge.

2.00 Preparation and consolidation of sub grade with power road

roller of 8 to 12 tonne capacity after excavating earth to an

average of 22.5 cm depth, dressing to camber and consolidating

16.1 with road roller including making good the undulations etc. and Sqm 17671 218.90 38,68,181.90

re-rolling the sub grade and disposal of surplus earth with lead

upto 50 metres.

II Sub Base

2.6 Earth work in excavation by mechanical means (Hydraulic

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 up to 50m and lift up to

1.5m,as directed by Engineer-in-Charge.

3.00 2.6.1 All kinds of soil Cum 5,301.30 177.50 9,40,980.75

4.00 2.25 Filling available excavated earth (excluding rock) in trenches, Cum

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 up to 1.5 m.

5.00 MR 1 Anti-Termite & weedicide treatment of compacted soil Sqm 17,671.00 53.45 9,44,554.36

6.00 MR 2 Providing and laying of polypropylene fibers Geotextile Sqm

separation barrier of 140 GSM, as per the standard procedure, as

per the enclosed specifications complete as required,complete as 26,506.50 68.53 18,16,450.69

per requirement and as per direction of Engineer-incharge.

7.00 MR 3 Supplying, laying, and compacting of stone aggregate (4 mm to 6 Cum

mm size) to form a contour and elevation to the desired level,

complete as per requirement and as per direction of Engineer-in- 2,650.65 4,336.48 1,14,94,499.94

Charge, in a 100 mm thick layer (40% extra for trenches and

compaction).

8.00 MR 4 Washing charge of stone aggregate Cum 2,650.65 320.71 8,50,098.92

9.00 MR 5 Supplying, laying, and compacting of fine/medium fine sand Cum

(0.25 mm to 1 mm and downsize) to form a contour and

elevation to the desired level, complete as per requirement and

as per the direction of the Engineer-in-charge (compacted

thickness not less than 200 mm).

III Drainage System -

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

including excavation for sockets, and dressing of sides, ramming

of bottoms, depth up to 1.5 m, including getting out the

excavated soil, and then returning the soil as required, in layers

not exceeding 20 cm in depth, including consolidating each

deposited layer by ramming, watering, etc. and disposing of

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

2.10.1 All kinds of soil

10.00 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 Rmt

11.00 MR 6 Providing and laying double wall corrugated (DWC) high- Rmt

density polyethylene (HDPE) perforated pipe (SN8) with

perforation of required size in 180 degrees, including all fittings

like end cap, reducer, Y-junction, T-junction, etc., and jointing all

as per the direction of the Engineer-in-charge: 150 mm internal

diameter (ID), complete as per requirement.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

Item Description

Sl. DSR SOR NON SOR

Units Qty Rate (Rs.)

No. SOR REF AMOUNT AMOUNT

12.00 MR 7 Providing and laying double wall corrugated (DWC) high- Rmt

density polyethylene (HDPE) perforated pipe (SN8) with

perforation of required size in 180 degrees, as per the direction of 536.00 2,668.50 14,30,315.89

the Engineer-in-charge: 300 mm internal diameter (ID), complete

as per requirement.

13.00 MR 8 Providing and laying of 300 mm to 150 mm Y-junction with 45 No.

and 75 degrees, complete as per requirement and as per the

direction of the Engineer-in-charge: 300 mm x 150 mm internal

diameter (ID)

14.00 MR 9 Providing and laying of 150 mm End Cap, complete as per No.

requirement and as per the direction of the Engineer-in-charge. 222.00 616.76 1,36,919.94

15.00 MR 10 Providing and laying of 300 mm End Cap, complete as per No.

requirement and as per the direction of the Engineer-in-charge. 28.00 4,218.61 1,18,121.20

16.00 MR 11 Providing and laying double wall corrugated (DWC) high Mtrs.

density polythene (HDPE) perforated pipe (SN 8) with

perforation of required size in 30 degree with complete as 235.00 11,677.26 27,44,155.25

per requirement and as per direction of Engineer-in-charge :

17.00 MR 12 Providing and laying double wall corrugated (DWC) high Mtrs.

density polythene (HDPE) Non-perforated pipe (SN 8) with

as per requirement and as per direction of Engineer-in- 235.00 18,893.31 44,39,927.25

charge : 800mm ID.

18.00 MR 13 Providing and laying double wall corrugated (DWC) high Mtrs.

density polythene (HDPE) Non-perforated pipe (SN 8) with

as per requirement and as per direction of Engineer-in- 28.00 18,893.31 5,29,012.61

charge : 800mm ID.

19.00 MR 14 Providing and laying of 600mm x300mm and 800mm x Nos

300mm T' joint including complete as per requirement and 13.00 46,042.93 5,98,558.07

as per direction of Engineer-in-charge

20.00 MR 15 Providing and laying of 800mm x 600mm Reducer including Nos

complete as per requirement and as per direction of 2.00 40,689.48 81,378.96

Engineer-in-charge

IV Kerb Around the Field -

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, lift upto 1.5 m,

2.6 including getting out the excavated soil and disposal of

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

kinds of soil.

21.00 2.6.1 All kinds of soil Cum 94.00 177.50 16,685.00

22.00 5.9.1 Centering and shuttering including strutting in foundation Sqm 104.00 392.15 40,783.60

23.00 Providing and laying in position cement concrete of Cum

specified grade excluding the cost of centering and

4.1.8 shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 21.00 6,812.00 1,43,052.00

coarse sand (zone-III) : 8 gradedstone aggregate 40 mm

nominal size

24.00 Brick work with common burnt clay F .P.S. (non modular) Cum

bricks of class designation 7.5 in foundation and plinth in :

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

25.00 Cement plaster 1:4 (1 cement: 4 coarsesand) finished with a Sqm

floating coat of neat cement : 12mm cement plaster

V Irrigation System for Cricket Field -

26.00 MR 16 Supply and installation of pop-up 1-25 series sprinkler Job

system for Natural Grass Cricket field Surface including

all fittings, pvc pipe, accessories, excavation, laying pipes,

complete in all the aspects Including supplying and

installation of 10 H.P. submersible monoblock pumping

set with Electronic controller, making connections suitable

for T.W/ D.C.B./ openwell, installation of complete fittings

and accessories with supplying pipes, jointing of electrical

cable and other connections with manual operations

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

Item Description

Sl. DSR SOR NON SOR

Units Qty Rate (Rs.)

No. SOR REF AMOUNT AMOUNT

27.00 MR 17 Construction of 2 lakhs ltr. Water storage capacity Ltr.

underground RCC sump with pump room on the top of

sump, complete as per direction of Engineer-in-Charge . As per

costing attached separately

28.00 Grassing work -

29.00 MR 18 Grassing with bermuda or suitable natural grass as per sqm

climatic requirement of the area with dibbling method

including watering and maintenance of the lawn for 60 days, free

from weeds and fit for mowing, complete as per 17,671.00 449.55 79,43,944.33

requirement and as per direction of Engineer-in- charge. The

grass shall be dibbled in rows 5 cm apart in both directions and

as per direction of Engineer in charge.

30.00 MR 19 Supplying of neem cake manure at site and mixing with kg

sand on field, 3 kg per Sq M complete as per requirement

and as per direction of Engineer-in- charge.

31.00 MR 20 Supplying of Cocopeat manure at site and mixing with sand on kg

required percentage of 3 kg per Sq M(3%), complete as per 56,532.00 64.42 36,41,609.97

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

32.00 MR 21 Suppling and applying of needful chemical and fertilizer for the sqm

growth of grass and its protection from weed, insects 18,844.00 42.49 8,00,637.65

and other objects

VI Cricket Pitch -

2.6 Earth work in excavation by mechanical means (Hydraulic

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 up to 50m and lift up to

1.5m,as directed by Engineer-in-Charge.

33.00 2.6.1 All kinds of soil cum 206 177.50 36,565.00

34.00 2.25 Filling available excavated earth (excluding rock) in trenches, cum

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 up to 1.5 m.

35.00 16.1 Preparation and consolidation of sub grade with power road sqm

roller of 8 to 12 tonne capacity after excavating earth to an

average of 22.5 cm depth, dressing to camber and consolidating

with road roller including making good the undulations etc. and

re- olling the sub grade and disposal of surplus earthwith lead

upto 50 metres.

36.00 MR 22 Supplying, laying and compacting of coures sand to form a cum

contour and elevation to the desired level, complete as per 69.00 5,332.89 3,67,969.26

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

37.00 MR 23 Supplying, laying and compacting mix layer of coures sand cum

and clay(in ratio 1:1) to form a contour and elevation to the

desired level, complete as per requirement and as per

direction of Engineer-in-charge.

38.00 MR 24 Supplying, laying and compacting of clay to form a contour and cum

elevation to the desired level, complete as per 77.00 6,425.23 4,94,742.88

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

39.00 MR 25 Preparation and maintenance of cricket pitch (until the pitch is sqm

playable) including time to time rolling, watering, grassing 687.00 428.99 2,94,715.04

and grass cutting as per requirement

Cricket Pitch (Practice)

2.6 Earth work in excavation by mechanical means (Hydraulic

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 up to 50m and lift up to

1.5m,as directed by Engineer-in-Charge.

40.00 2.6.1 All kinds of soil cum 315.00 177.50 55,912.50

41.00 2.25 Filling available excavated earth (excluding rock) in trenches, cum

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 up to 1.5 m.

42.00 16.1 Preparation and consolidation of sub grade with power road sqm

roller of 8 to 12 tonne capacity after excavating earth to an

average of 22.5 cm depth, dressing to camber and consolidating

with road roller including making good the undulations etc. and

re- olling the sub grade and disposal of surplus earthwith lead

upto 50 metres.

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

Item Description

Sl. DSR SOR NON SOR

Units Qty Rate (Rs.)

No. SOR REF AMOUNT AMOUNT

43.00 MR 22 Supplying, laying and compacting of coures sand to form a cum

contour and elevation to the desired level, complete as per 105.00 5,332.89 5,59,953.23

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

44.00 MR 23 Supplying, laying and compacting mix layer of coures sand and cum

clay(in ratio 1:1) to form a contour and elevation to the desired

level, complete as per requirement and as per direction of

Engineer-in-charge.

45.00 MR 24 Supplying, laying and compacting of clay to form a contour and cum

elevation to the desired level, complete as per requirement and 210.00 6,425.23 13,49,298.75

as per direction of Engineer-in-charge.

46.00 MR 25 Preparation and maintenance of cricket pitch (until the pitch is sqm

playable) including time to time rolling, watering, grassing 1050.00 428.99 4,50,437.83

and grass cutting as per requirement

47.00 MR 26 5 Bay Cricket Netting SystemSupply and installation of a 5-bay Set

cricket netting system, designed for professional practice use.

Each bay shall be equipped with 50 mm × 50 mm white nylon or

cotton mesh, forming five wings, each of size 24.00 m × 5.55 m,

securely fixed on a heavy-duty steel trackway system. The

system shall include all required brackets, trolleys, hangers, and

fittings for smooth operation and easy mobility of the dividing

nets.A back net of size 15.00 m × 5.55 m shall be provided, along

with detachable side and back screens — five side screens of 7.70

m × 2.00 m and four back screens of 3.66 m × 2.00 m, all made

from white cotton material for professional-grade visual 1.00 48,17,276.69 48,17,276.69

clarity.The system shall also include a roof net supported by

galvanized tensioned wires, with an overall size of 16.44 m ×

33.00 m, ensuring full overhead protection. At the bowler’s end,

a protection net measuring 15.00 m (width) × 5.55 m (height)

shall be installed, incorporating a bowler’s arm sight screen of

15.00 m × 3.00 m, fabricated from high-quality white cotton cloth

for clear visual contrast.All structural and netting components

shall be corrosion-resistant, UV-stabilized, and installed as per

manufacturer’s guidelines to ensure safety, durability, and ease

of operation.

TOTAL (1.1) 1,88,88,119.00 8,82,34,315.00

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

ELECTRICAL WORKS

ITEM SOR DSR NSR

ITEMS Unit QTY RATE

NO REF AMOUNT AMOUNT

Supply & transportation & erection of 36 mtr Stadium Mast (upto top of head frame) Hot dip galvanised, polygonal

stadium masts with fixed type head frame . Head frame should be suitable for provision for mounting 25 nos. of

flood light (1000 W LED Flood light luminaire) & complete with all accessories . Mast shaft shall be in 4 section hot

1 MR 27 dip galvanised and suitable for wind Speed. including acessories like double drum winch suitable for man rider & its nos 6 30,15,254.00 1,80,91,524.00

control gear boxes. The mast shall have arrangement of an integral power tools like Motor for up & down movement

of Head fram has been installed inside the base compartment for its operation including , lightening arrester and

aviation light etc. as per the specification of the design parametres.

2 MR 28 Supply of anchore plate & template with foundation nut & bolts. Set 6 1,54,463.24 9,26,779.43

Supply of Suitable Manrider / Power Lift for acessing the head frame suitable and safe for load carrying for 300 Kg

3 MR 29 with climb speed not exceeding 9 mtrs / min as per design and as directed by the department . (1 no. common man set 1 1,99,439.86 1,99,439.86

rider for 6 nos. High mast )

Supply & installation of Stadium Flood Light 920W +/- 10%, Outdoor Luminaire, THD <10%, CRI>70, Power Factor

≥0.95, Rated Luminaire Efficacy 130 lm/W, Beam Angle 15°/ 30°/ 60° (within the permissible limits), Housing Die

4 MR 30 Cast Aluminium Housing Powder, Coating, Ingress Protection (IP Rating) IP66, Impact Protection (IK Rating) IK08, set 150 1,99,439.86 2,99,15,979.62

Short Circuit Protection, Open Circuit Protection (No Load), Reverse Polarity Protection, LED Life Span >50000 Hrs

Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing

capacity at site as 10 T/sqmtr at 3 metre depth with all materials and labour. (FOR 36MTR HIGH MAST)Note - Pls

5 MR 31 note civil foundation rate is offered by assuming Soil Bearing capcity (SBC) as 10T/sqM. If actual SBC varies at site, set 6 7,00,292.74 42,01,756.45

rates offered will be changed and shall be confirmed after our mutual discussion only. Other civil scope such as pile

foundation, rock cutting, concrete cutting etc. is not included in our scope.

6 MR 32 Main Lighting Panel

INCOMER

1 No. 1000 amps 4P ATS (50KA) with Micro Processor release (PRMB) with Class-C transient voltage surge

suppression device suitable for 3 phases as per specifications.

Metering And Indication for each Incomer

1 set of R,Y,B phase indicating lamps

Multifunction digital meter (consisting of Voltage, Current, Frequency, PF, kWh, kVA, harmonics upto 15th order &

%THD) with RS-485 Port.

Sets of 1000/5A, CL-1, 15VA CTs for measuring.

Sets of phase indicating lamp with 2A control MCBs.

BUS-BAR

1250A TPN Aluminium Bus Bar with colour coded PVC Sleeves

Outgoings

8 No.125 amps 4P MCCB

10 No. 63amps 4P MCCB

Main Lighting Panel Descrived Above Set. 1 8,11,642.26 8,11,642.26

7 MR 33 Feeder Piller (High Mast)

Design, manufacture,Supply, Installation, testing and commissioning at works of Double door panel fabricated with

minimum 2mm thick CRCA sheet, Conform to IS Specification, with IP-55 enclosure protection, as per IS-

2137(Revised), floor mounting free standing on a suitable massanory pedestal outdoor type panel,provided with

hinged detachable and lockable outer opening doors with the following incoming/outgong MCCB/ MCBs mounted

therein including making connections/ interconnections, earthing, painting etc. as required.The panel shall have

canopy arrangement on the top.All MCB to be C curve icluding arrangement for driver of light.

Feeder Pillar - X

Incoming

The incoming shall comprise the following :-

1 No 125A FP ATS , 25 KA service breaking capacity with heavy duty solid neutral link alongwith Earth fault relay and

Metering for incoming:

Digital Multifunction meter (MFM-4) with RS-485 communication port for measurement of PF, V, A & Hz , equivalent

to EM6459, with CT as required.

Phase indicating lamps RYB with 2 Amps SP MCB back up.

Bus Bars

150 Amps TPN Aluminium Bus Bars of suitable length Bus bars shall be colour coded and insulated by heat shrinkable

sleaves & clip on shrouds for joints. The current density of Bus bar shall be 0.8 sq.mm./amp.

Outgoing (All MCB shall be suitable for motor duty & with heavy duty detachable solid neutral link ):

30 nos 16 A DP MCB 10 KA breaking capacity controlled by and including contactor

05 nos of 40 DP MCCB, and 01 nos of Astronomical Timer switch.

Feeder Pillar - X described as above and all as per specification. set 6 4,63,833.41 27,83,000.47

Supply, laying and testing of undernoted sizes of copper conductor XLPE insulated, unarmoured and overall PVC

sleeved 1.1 KV grade control cables conforming to IS 1554.

a) 3C X 2.5 sq mm. - From Juction box to flood lights on masts. set 1650 198.73 3,27,908.87

Supply of 1.1kV grade, XLPE insulated, Aluminium Conductor, armoured, XLPE/PVC outer sheathed Power Cable of

following sizes i/c transportation to site as required as required for connection between MLDB / HMLDB / light fittings.

9 MR 35 4c x 16 sq mm ( HMLDB to JB ) Mtr 200 781.22 1,56,244.98

10 MR 36 3.5c x 50 sq mm ( main feeder to high mast distribution pannel ) Mtr 1900 1,151.28 21,87,429.72

11 MR 37 3.5c x 240 sq mm ( From Transformer to Main Feeder ) Mtr 2000 2,292.96 45,85,927.22

Provision of GI electrode chemical earthing with BFC compound chamber cover, civil work including all materials.

including excavation, backfilling, etc.

12 MR 38 set 12 31,523.11 3,78,277.32

For High Mast - 1 Nos. Pits/Mast

For HMLDB - 1 No. Pit/HMLDB

13 MR 39 Erection of light for each High mast such as aiming of led flood light as per illumination design. Set 6 95,939.90 5,75,639.40

MV CABLE LAYING

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in

14 10.1 ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

15 10.1.1 Upto 35 sq. mm Metre 453.00 453.00

16 10.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 1000 475.00 4,75,000.00

17 10.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 497.00 497.00

18 10.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 850 564.00 4,79,400.00

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following

19 10.2 size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning,

protective covering and refilling the trench etc as required.

20 10.2.1 Upto 35 sq. mm Metre 313.00 313.00

21 10.2.2 Above 35 sq. mm and upto 95 sq. mm Metre 1000 335.00 3,35,000.00

22 10.2.3 Above 95 sq. mm and upto 185 sq. mm Metre 357.00 357.00

23 10.2.4 Above 185 sq. mm and upto 400 sq. mm Metre 850 423.00 3,59,550.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the

existing RCC/ HUME/ METAL pipe as required.

25 10.5.1 Upto 35 sq. mm Metre 47.00 47.00

26 10.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 50 72.00 3,600.00

27 10.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 97.00 97.00

28 10.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 50 170.00 8,500.00

Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

29 10.9 aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness Each 10 683.00 6,830.00

of 10cm including inscription duly engraved as required.

MV CABLE JOINTING & END TERMINATION

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

ITEM SOR DSR NSR

ITEMS Unit QTY RATE

NO REF AMOUNT AMOUNT

Supplying and making end termination with brass compression gland and aluminium lugs for following size of

PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

31 11.1.22 3½ X 50 sq. mm (35mm) Each 14 484.00 6,776.00

32 11.1.29 3½ X 240 sq. mm (62mm) Each 8 1,160.00 9,280.00

33 11.1.33 4 X 16 sq. mm (28mm) Each 30 366.00 10,980.00

MISC. ITEMS

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing

34 15.14 with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.

35 15.14.2 150 mm dia Meter 10 846.00 8,460.00

36 15.14.3 250 mm dia Meter 10 1,120.00 11,200.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend,

37 15.15 couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench,

complete as required.

38 15.15.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Meter 1000 136.00 1,36,000.00

39 15.15.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter 850 183.00 1,55,550.00

SUBSTATION WORKS

11/0.433 KV, 3 Phase, 50 Hz outdoor/ indoor mounting (Mineral oil filled)

Supplying, installation, testing and commissioning of following capacity (continuous loading) BEE 4 Star rated

(Corresponding Level as per BIS amended upto date of receipt of tender) , 11/0.433 KV step down, 3 Phase, 50 Hz,

Dyn 11 vector group, ONAN (Oil Natural Air Natural) copper wound transformer (Electrolytic grade 99.9% pure

copper, Core made of first grade Cold Rolled Grain Oriented (CRGO) Core grade MOH or better, suitable for out

door/indoor applications with Offload Tap Changer/ On Load Tap Changer (OLTC) ( below 500 KVA offload and above

500 KVA On Load Tap Changer) on HV side having AVR relay and Remote Tap Changer Control (RTCC) for automatic

sensing of incoming voltage, automatic operation of OLTC and facility for remote and manual operation of OLTC HV

side in range of +5% to -15% in steps of 2.5%, having cable end boxes on HV side suitable for 3x300 sq.mm XLPE

cable of 11 KV grade, including bus trunking arrangement on LV side including supplying and laying of copper

conductor multicore control cable from transformer to HT breaker/panel for safety tripping, complete with all

accessories and safety provisions as per relevant IS Code including first filling of filtered dehydrated oil, i/c supplying

and grouting of suitable M.S. Channel with all accessories and transformer shall be confirming to IS : 2026 (Part 1 to

Part 5), IS : 1180 and as per CPWD specifications complete in all respects etc as required at site. The maximum flux

40 24.8 density in any part of the core and yoke at rated voltage and frequency shall be such that the flux density with +

12.5 percent combined voltage and frequency variation from rated voltage and frequency does not exceed 1.9 Tesla.

The permissible temperature-rise shall not exceed 35 0C for oil and 40 dg. C up to 200 KVA and 40 0C for oil and 45

0C for above 200 KVA for winding. Inside of tank shall be painted with varnish or liquid resistant paint. For external

surfaces one coat of thermo setting powder paint or one coat of epoxy primer followed by two coats of polyurethane

base paint shall be used. IS: 1180 (Part 3) shall be referred to for paint thickness for normal to medium corrosive

atmosphere. For highly polluted atmosphere and special application external paint work shall be as per direction of

Engineer-in-Charge. Design ambient condition : a) air temperature 50 0C, b) Relative Humidity 90 % Max, c) Seismic

Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with

all accessories running measured as per IEC 551 / NEMA standard. The transformer should have QR code which

should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc. Marking Each transformer

shall be provided with rating plate made of anodized aluminium/ stainless steel material securely fixed on the outer

body, easily accessible, as per IS: 1180 Part-3. The entries on the rating plate shall be indelibly marked.

Fitting and Accessories : The following fittings shall be provided:- a) Two earthing terminals with the earthing symbol

b) Oil level gauge indicating oil level at minimum, 30°C and maximum operating temperature;

c) Air release device (for non-sealed type transformers)

d) Rating and terminal marking plates;

e) Silica gel breather

f) Drain-cum-sampling valve (¾″ nominal size thread, IS 554) preferably steel with plug for three phase

transformers;

g) Thermometer pocket with cap;

h) Oil filling holes having (1¼″ nominal size thread) with cover (for sealed type transformers without conservator);

i) Lifting lugs for the complete transformer as well as for core and winding assembly;

j) Pressure relief device or explosion vent above 200 kVA;

k) One filter valve on the upper side of the tank (for transformers above 200 kVA);

l) Unidirectional flat rollers (for transformers above 200 kVA);

m) Inspection hole (for transformers above 200 kVA);

n) HV side neutral grounding strip (where one of the HV bushing terminal is connected to earth); o) Buchholz relay

for transformers above 800 kVA.

p) Arcing horns or suitable rating lightning arrestors for HT side – 3 Nos.

q) Bird guard; r) Oil temperature indicator and winding temperature indicators for transformers above 200 kVA

with suitable tripping mechanism above permissible limit

s) Jacking pads (for transformer above 1 600 kVA);

t) Additional Neutral separately brought out on bushing for earthing.

u) Magnetic oil level gauge (for transformer above 1600 kVA) with low oil level alarm contact;

v) Non return valve (for conducting pressure test);

w) Pressure relief device or explosion vent

x). Monogram Plate y) Inspection cover z). Detachable type radiators with top and bottom shutoff valve.

aa) Oil Conservator with Oil level indicator, minimum level marking and drain plug for all transformers of capacity 50

KVA and above.

bb) Necessary hardware, clamps, lugs etc. for termination on HV/MV etc. for all transformers.

41 24.8.6 630KVA Nos, 1 11,88,503.00 11,88,503.00

Construction of 11KV DP Structure with 2nos 9 mtr long 150x150mm RS joist pole with Cross arm bracings of 75X

40mm MS Channels , clamps , insulators, 12KV Lightning Arrestors, 1000 A AB switch , Earthing Switch , 1000 A HG

42 MR 40 Fuse , Guy Sets , Danger Boards , Painting with 2 coats of red oxide primer & 2 coats of aluminium paint , Nos 1 10,34,780.35 10,34,780.35

accessories , fittings, hardwares etc. as required with Trivector Meter complete with C.T & P.T along with T.P Box .

Supply, Installation Testing and commissioning of LT Distribution Box with Change over for two incomer, MCCB,

43 MR 41 Aluminium Bus bar of single bay with kit-Kat fuse for 630 kVA transformer complete in all respect as per NIQ and as No. 1 89,117.89 89,117.89

direction of NBCC/TPNODL

44 MR 42 Sub-station Fencing with Metal spreading Ls 1 75,381.35 75,381.35

45 29 DIESEL GENERATOR SET (DG Set)

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

ITEM SOR DSR NSR

ITEMS Unit QTY RATE

NO REF AMOUNT AMOUNT

Supplying, Installation, Testing & Commissioning of ‘Silent Type Diesel Generating set as per CPCB IV + or better

norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at

415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load

for test and other necessary arrangements Complete as per CPWD specifications, should have QR code which should

contain drawing, test report OEM manual,Geo- Tag of manufacturing location, rating plate as per relevant IS Code

etc. and consisting of the followings:

(A) Diesel Engine:

Tourbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of

suitable BHP at 1500 RPM suitable for above output of alternator at 40 0C, 50% RH & at 1000 Meter MSL , capable of

46 29.1 taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic

governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil,

Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per

ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS

649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications.

(B) Engine mounted Instrument Panel fitted with and having digital dis Plate for following:

(i) Start-stop switch with key (ii) Water temperature indication (iii) Lubrication oil pressure indication

(iv) Lubrication oil temperature indication (v) Battery charging indication and Voltage indication

(vi) RPM indication (vii) Over speed indication (viii) Low lubricantion Oil trip indication

(ix) Alternator:

Engine Running Hours indication (x) Fuel Level

Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging

power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof

(SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading

for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR

conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation.

(D) Base Frame & Foundation:

Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary

reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as

per recommendations of manufacturer.

(E) FUEL TANK:

Daily service fuel tank of suitable liters capacity as per

CPWD Specifications, fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping

between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications &

accessories as required as per specifications.

(F) Exhaust System:

Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.

(G) Starting System:

12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation

complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications.

The battery shall be housed inside the acoustic enclosure of DG Set.

(H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator,

extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside

enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such

arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The

enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications.

(I) AMF Panel:

Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as

below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to

indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH),

KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power

(aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set

including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet

/RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM

make etc. as per approved by Engineering in charge and including the following:

1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3

3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2

Nos. under voltage relay). 4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for

metering

5. Energy analyser unit to indicate current, Voltage( LN & L_L), kW, kVA (Phase & Total), Frequency, KWH,PF.

6. LED Indicating lamps for load on mains and load on set 7. Fuse/ MCB for instruments

and boost and current adjustment. 9. Main supply failure monitor 10. Supply failure timer 11. Restoration timer

12. Control unit with three impulse automatic engine start/stop and failure to start lockout.

13. Impulse counter with locking and reset facility. 14. ON/OFF/Control circuit switch with indicator

15. Audio/Video annunciation for

(i) High water temperature

(ii) Low lubricating oil pressure

(iii) Engine over speed

(iv) Engine fails to start

(v) Full load/maximum load warning

16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of

relays and accessories 17. Maintenance notification based on Engine Run Hour & due date.

18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of

essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to

auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software

required to perform the operation shall be provided by the contractor including all control wiring.

47 29.1.16 625KVA Each 1 50,38,764.00 50,38,764.00

TOTAL AMOUNT (1.2) 82,35,157.00 6,63,40,829.20

TOTAL AMOUNT (1.2) 82,35,157.00 6,63,40,829.20

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

STORM WATER DRAINAGE WORKS

SOR SOR NON SOR

SL NO ITEMS DESCRIPTION UNIT QTY RATE

NO. AMOUNT AMOUNT

A CIVIL & FINISHES WORK

SITE WORK :

1 2.8 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, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated

soil as directed, within a lead of 50m. Road Cutting

2 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc in layers not exceeding 20 cm in

depth, consolidating each deposited layer by ramming and

watering, lead upto 50 meter and lift upto 1.5 meter.

3 Loading and unloading of excavated earth. (Placing tipper at

loading point, loading with front end loader, dumping, turning

for return trip, excluding time for haulage and return trip) upto a

lead upto 10 kms

CONCRETE WORK :

Providing and laying in position cement concrete of specified

4.1 grade excluding the cost of centering and shuttering - All work

upto plinth level.

4 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 40 mm nominal size derived Cum 106.88 7,178.75 ₹ 7,67,228.91

4.1.6 from natural sources).

RCC WORK :

5.33 Providing and laying in position ready mixed M25 grade

concrete for reinforced cement concrete work, using cement

content as per approved design mix, manufactured in fully

automatic batching plant and tranported to site of work in transit

mixers for all leads, having contineous agitated mixer,

manufactured as per mix design of specified grade of reinforced

cement concrete work, including pumping of RMC concrete

from transit mixer 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 workablity

without impairing strength and durablity as per direction of

Engineer

Note :- The Cement content considered in this item is @ 330

kg/cum. Excess/ less cement used as per design mix is payable/

recoverable separately.

5 5.33.1.1 Concrete of M25 grade with minimum cement

content of 330 kg /cum

6 5.22.6 Thermo mechanically Treated bars of grade Fe 500D or more. Kgs 25098.106 107.85 ₹ 27,06,830.69

Centering and shuttering including strutting, propping etc and

removal of forms of all heights.

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

8 Walls (of any thickness) including attached plasters, buttresses,

plinth and string courses etc.

MASONRY WORK

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

class designation 7.5 in foundation and plinth in

9 6.1.1 Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 72.92 7,370.65 ₹ 5,37,497.28

FINISHING WORKS

10 Providing and applying 12 mm thick internal plaster in cement

mortar 1:4 at all heights and locations in masonry and concrete

surfaces including racking out joints, hacking of concrete surface,

13.1.1 watering, finishing, curing, scaffolding etc. complete. Sqm

11 13.18 Neat Cement Punning Sqm 1,028.63 79.95 ₹ 82,239.10

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

SOR SOR NON SOR

SL NO ITEMS DESCRIPTION UNIT QTY RATE

NO. AMOUNT AMOUNT

12 13.21 Extra for providing and mixing water proofing material in cement per bag of

per bag of plaster work in proportion recommended by the 50kg cement

manufacturers. used in the

FABRICATION

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

cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer with approved two coats of epoxy paint 13,500.00 172.60 ₹ 23,30,100.00

using structural steel etc. as required. In gratings, frames, guard

10.25.2 bar, ladder, railings, brackets, gates and similar works Kgs

14 Providing and fixing factory made precast RCC perforated drain

covers, having concrete of strength not less than M-25, of size

1000 x 450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T. hoop bars, including

providing 50 mm dia perforations @ 100 to 125 mm c/c,

including providing edge binding with M.S. flats of size 50 mm x

1.6 mm complete, all as per direction of Engineering-in charge.

Providing and placing in position 100 mm thick factory made

machine batched & machine mixed Precast RCC Rectangular

Covers on drains of footpath of various sizes, of M-25 grade

cement concrete for RCC work, including cost of centering,

shuttering, reinforcement of 8 mm dia. TMT bars of Fe 500 grade

@ maximum 100 mm c/c on both ways, neat cement punning on

finished surface, property encased on all edges with 1.6 mm

thick, 100 mm wide MS sheet duly painted over priming coat,

reinforcement to be welded at edges with MS sheet and

providing 2 Nos. 12 mm dia. bar for hooks etc.i/c cost of cartage,

all leads & lift, handling at site etc. all complete as per direction

16.93 of Engineer-in-Charge.

TOTAL AMOUNT (2) ₹ 1,37,79,558.57

TOTAL AMOUNT (2) ₹ 1,37,79,558.57

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

FENCING WORK

SOR SOR NON SOR

Sr No DESCRIPTION UNIT QTY RATE

REF AMOUNT AMOUNT

SITE WORK :

Earth work in excavation by mechanical means

(Hydraulic 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 up to 50m and lift up to

1.5m,as directed by Engineer-in-Charge.

2.0 2.6.1 All kinds of soil Cum 310.00 177.50 ₹ 55,025.00

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

3.0 2.25 not exceeding 20cm in depth, consolidating each Cum 230.00 196.00 ₹ 45,080.00

deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m.

Disposal of moorum/building rubbish/ malba/

similar unserviceable, dismantled or waste material

by mechanical transport including loading,

4.0 1.1.18 transporting, unloading to approved municipal Cu.m. 81.00 494.10 ₹ 40,022.10

dumping ground for lead upto 10 km for all lifts,

complete

as per directions of Engineer-in-charge.

Providing and laying in position cement concrete of

5.0 4.1 specified grade excluding the cost of centering and

shuttering - All work upto plinth level.

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

6.0 from natural sources : 6 graded stone aggregate 40 8.44 7,178.75 ₹ 60,570.70

4.1.6 mm nominal size derived from natural sources).

4.20 Providing and laying in position ready mixed or site

batched design mix cement concrete for plain

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,

7.0 carriage for all leads; but excluding the cost of

centering, shuttering and finishing 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 minimum

specified cement content, the contractor shall have

discretion to either re-design the mix or bear the

cost of extra cement.

8.0 4.20.1 All works up to plinth level

4.20.1.3 Concrete of M20 grade with minimum cement cum

content of 270 kg /cum

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST

SOR SOR NON SOR

Sr No DESCRIPTION UNIT QTY RATE

REF AMOUNT AMOUNT

10.25 Steel work welded in built up sections/ framed work,

including cutting,

10.0 hoisting, fixing in position and applying a priming

coat of approved steel

primer using structural steel etc. as required.

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

brackets, gates and similar works Kg

16.70 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-incharge.

13.0 16.70.1 Made of G.I. wire of dia 4 mm Sqm 1200.00 1,017.80 ₹ 12,21,360.00

14.0 13.50 Applying priming coat :

13.50.3 Applying priming coat with ready mixed primer Sqm

15.0 of approved brand and manufacture on steel 2400.00 67.40 ₹ 1,61,760.00

13.50.4 Applying priming coat with ready mixed red lead Sqm

16.0 paint of approved brand and manufacture on steel 2400.00 36.10 ₹ 86,640.00

work.-2 coats

13.52 Finishing with Epoxy paint (two or more coats) at all

locations prepared and applied as per

17.0 manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete.

18.0 13.52.1 On steel work Sqm 5000.00 241.75 ₹ 12,08,750.00

TOTAL AMOUNT (3) ₹ 2,94,53,550.00

TOTAL AMOUNT (3) ₹ 2,94,53,550.00

Digitally signed by JAYA

PRAKASH GURU

Date: 2026.04.16 15:58:05 IST