External development and infrastructure works of Civil, plumbing, electrical etc. at RSP Land at Deogaon, Sundargarh

Sl. No. Description of Item Amount (Rs)

1 Site development 3,84,13,602.00

4 External Drainage Works 1,82,76,879.00

5 External Electrical Works 1,72,26,141.00

Total Amount 10,64,64,886.00

Total Amount 10,64,64,886.00

Digitally signed by JAYA

SR NO DESCRIPTION OF ITEM UNIT Rate Qy Amount

1. SITE DEVELOPMENT etc. for 20 Acre land

Clearing and grubbing road , land including uprooting rank vegetation, grass, bushes, shrubs, saplings

and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres

including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

2.6.1 well as 10 sqm on plan) including getting out and disposal of excavated cum 177.50 96140 1,70,64,850.00

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

2.7.1 well as 10 sqm on plan) including getting out and disposal of excavated cum 489.90 5060 24,78,894.00

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

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.

Banking excavated earth in layers not exceeding 20 cm in depth, breaking

clods, watering, rolling each layer with ½ tonne roller, or wooden or

steel rammers, and rolling every 3rd and top-most layer with power

2.3.1 roller of minimum 8 tonnes and dressing up, in embankments for roads, 197.90 80960 1,60,21,984.00

flood banks, marginal banks, and guide banks etc., lead upto 50 m and

lift upto 1.5 m :

2.3.1 All kinds of soil

Total of site development 3,84,13,602.00

Digitally signed by JAYA

PATH WAY & RCC Drain

Unit Rate Quantity Amount

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

16.1 cm depth, dressing to camber and consolidating with road roller including making good the sqm 218.90 4013.28 8,78,506.99

undulations etc. and re-rolling the sub

grade and disposal of surplus earthwith lead upto 50 metres.

16.3 Supplying and stacking at site. -

Providing, laying, spreading and compacting graded stone aggregate

(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material with water at OMC in

for all leads & lifts, laying in uniform layers with mechanical

paverfinisher in sub- base / base course on well prepared surface

and compacting with vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per specifications and

directions of Engineer-in-Charge.

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

16.69 joints except at sharp curve shall not to more than 5mm), including cum 10,117.60 91 9,20,701.60

making drainage opening wherever required complete etc. as per

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

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

by Engineer-in-charge).

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 40 mm nominal size) in pavements, laid to required slope

and camber in panels as required including consolidation finishing

and tamping complete.

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 50 m.

2.8.1 All kinds of soil.

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40

mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns,

5.2 pillars, piers, abutments, posts and struts etc. above plinth level up to -

floor five level, excluding cost of centering, shuttering, finishing and

reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural

5.2.2 sources : 3 graded stone aggregate 20 mm nominal size cum 10852.95 257.25 27,91,921.39

derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal

5.9 of form for -

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

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

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

5.22.6 bending, placing in position and binding all complete upto plinth level. kg 107.85 25725 27,74,441.25

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

Total for RCC Drain & pathways 1,63,75,660.64

Digitally signed by JAYA

Sl No Description Unit Quantity Rate Amount

A Construction of 300KLD RCC UGR for main water supply

2.6.1 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-incharge.

All kinds of soil

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 47.334 196.00

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

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

watering, ramming, consolidating and dressing complete.

4.1.5 Providing and laying in position cement concrete 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 20 mm nominal size

derived from natural sources)

5.9 Centering and shuttering including strutting, propping etc. and

removal of form for

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

concrete 11,294.00

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc. 105.6 842.50

5.9.3 Suspended floors, roofs, landings, balconies and access sqm

platform 1,29,815.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and sqm

cantilevers 1,03,096.00

Digitally signed by JAYA

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 / 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.

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg

Base slab 1x13.20x9.20x.30

Long wall - 2x12.60x0.30x2.30 17.39

Short wall- 2x8.0x0.30x2.30 11.04

Roof Slab - 1x12.60x8.60x0.20 21.67

Middle wall- 1x8.0x0.3x2.1 5.04

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 of grade Fe-500D or more Kg 4565.33 107.85 4,92,371.00

6.34.1 Brick work with non modular fly ash bricks conforming to cum

IS:12894, class designation 10 average compressive strength in

super structure above plinth level up to floor V level in :

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

13.4.1 12 mm cement plaster of mix : Sqm

13.18 Neat cement punning.

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Kg

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of

required size, on the top of the floor or the side of waist slab

with suitable arrangement as per approval of Engineer-incharge,

(for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

Digitally signed by JAYA

22.1.1 Providing and laying integral cement based treatment for water

proofing on horizontal surface at all depth below ground level for

under ground structures as directed by Engineer-in-Charge and

consisting of :

(i) Ist layer of 22 mm to 25 mm thick approved and specified

rough stone slab over a 25 mm thick base of cement mortar 1:3

cement : 3 coarse sand) mixed with water proofing compound

conforming to IS:2645 in the recommended proportion over the

leveling course (leveling course to be paid separately). Joints

sealed and grouted with cement slurry mixed with water

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3

coarse sand) mixed with water proofing compound in

recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm

nominal size spreading @ 8 cudm/sqm thoroughly embedded in

Using rough kota stone.

22.2.1 Providing and laying integral cement based treatment for water sqm

proofing on the vertical surface by fixing specified stone slab 22

mm to 25 mm thick with cement slurry mixed with water

proofing compound conforming to IS:2645 in recommended

proportions with a gap of 20 mm (minimum) between stone

slabs and the receiving surfaces and filling the gaps with neat

cement slurry mixed with water proofing compound and finishing

the exterior of stone slab with cement mortar 1:3 (1 cement : 3

coarse sand) 20 mm thick with neat cement punning mixed with

water proofing compound in recommended proportion complete

at all levels and as directed by Engineer-in-charge :

Using rough Kota stone

22.4.1 Providing and Placing in position suitable PVC water stops meter

conforming to IS:12200 for construction/ expansion joints

between two RCC members and fixed to the reinforcement with

binding wire before pouring concrete etc. complete :

Serrated with central bulb (225 mm wide, 8-11 mm thick)

22.14.1 Grading roof for water proofing treatment with cum

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) 84 8042.30 6,75,554.00

Total UGT Civil 30,73,306.00

Electrial and Plumbing

Description Unit Quantity Rate Amount

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

18.9.4 32 mm nominal dia Pipes metre 955.5 438.6 419082.3

18.9.6 50 mm nominal dia Pipes metre 1152 794.25 914976

18.9.7 65 mm nominal dia Pipes metre 1152 1674.4 1928908.8

18.9.8 80 mm nominal dia Pipes metre 504 2166.35 1091840.4

18.9.9 100 mm nominal dia Pipes metre 588 3271.7 1923759.6

18.9.10 150 mm nominal dia Pipes metre 650 6822.7 4434755

Digitally signed by JAYA

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 100 mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and

RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded

stone aggregate 20 mm nominal size), including necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12

mm thick, finished with a floating coat of neat cement complete

as per standard design :

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

designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice

valve, with C.I. surface box 100 mm top diameter, 160 mm

bottom diameter and 180 mm deep (inside) with chained lid and

RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded

stone aggregate 20 mm nominal size), including necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size ) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12

mm thick, finished with a floating coat of neat cement complete

as per standard design :

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

Constructing masonry Chamber 120x120x100 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice

valve, with C.I. surface box 100 mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid and

RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded

stone aggregate 20 mm nominal size), including necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12

mm thick, finished with a floating coat of neat cement complete

as per standard design :

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

designation 7.5

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

approved quality (screwed end) :

18.17.2 32 mm nominal bore Each 320 689.6 220672

18.17.4 50 mm nominal bore Each 50 1026.65 51332.5

18.17.5 65 mm nominal bore Each 20 1742.15 34843

18.17.6 80 mm nominal bore Each 10 2604.55 26045.5

Providing and fixing gun metal non- return valve of approved

quality (screwed end) :

18.19.5 65 mm nominal bore 0

18.19.6 80 mm nominal bore 0

18.19.6.1 Horizontal Each 12 3664.75 43977

Providing and fixing C.I. sluice valves (with cap) complete with

18.31 bolts, nuts, rubber insertions etc. (the tail pieces if required will 0

be paid separately) :

18.31.1 100 mm diameter 0

Digitally signed by JAYA

18.31.3 150 mm diameter 0

Electrical panel

Design, manufacture, supplying, fixing in position, testing and

commissioning of the following front operated cubicle type, front

access 2mm thick mild steel sheet, free standing, dust and

vermin proof, switchboard with IP42 protection with hinged and

MR lockable doors complete with interconnections, tinned copper

crimping lugs, bonding to earth and painting, suitable for use at

415 volts, 3 phase 4 wire 50 Hz system and suitable for a fault

level of 25 MVA symmetrical at 415 volts.

All switchboards shall have provision for entry of cables from the

top or bottom as required.

All live accessible parts shall be shrouded and all equipment

shall be finger touch proof. The busbars insulation shall be

with heat shrinkable sleeves. SMC/DMC shrouds and busbar

supports shall be used. Padlocking facility shall be provided on

all outgoing feeders doors and switch handles shall be lockable in

Electric Panel For Water Supply Pumps at Water Supply Pump

1 No. 150 amps TP + NL MCCB with the following accessories:

1 No. square flush mounting 0-500 volts scaled voltmeter with

three way and OFF switch.

Three phase indicating lights.

Electrolytic high conductivity three phase and neutral tinned

alluminium bus bar rated at 200 amps having a current density

of 1 amp per Sqm suitable to with stand symmetrical fault level

of 25 MVA at 415 volts. The neutral bus bar is to be of 100%

6 Nos 25 Amp. TPN MCB of breaking capacity 10KA

1 No. TPN MCB of 63 A with 10 KA service breaking capacity

for domestic water hydropneumatic pumps. (Only

connection to inbuilt panel of domestic water

hydropneumatic system)

3 Nos. fully automatic DOL starters with push buttons and

ON/OFF indicating lights and overload relays for 2.0 to 5.0 HP

3 Nos. selector switch for selecting mode of operation i.e.

auto/manual /off.

3 Nos.cyclic relay for automatic duty changeover of pumps.

3 No. single phase preventors.

3 Nos. square flush mounting 0-30 amps scaled ammeters with

three way and OFF selector switch.

Space for 4 Nos. Level Controllers.

Switchgear shall be suitable for the HP of various motors.

2 No.25 Amp. TPN MCB Spare.

The motor control panel shall be prewired with colour coded

wires with identification labels complete in all respects as Set 1.00 140872.26 140872.256

Digitally signed by JAYA

Providing, installing, testing and commissining of variable

speed (VSPS) hydropneumatic system mounted on a common

base plate under cement concrete foundation with angle iron

lining comprising of vertical centrifugal pumping set with

Stainless steel-304 body, Stainless steel-304 impeller,

Stainless steel-304 casing, Stainless steel-316 shaft and

mechanical seal, shaft directly coupled to a TEFC induction

motor suitable for 400/440 volts, 3 phase, 50 cycles AC supply

with 150 mm dia pressure gauge with gunmetal isolation

cock, vibration eliminating pads under foundation, one No.

MR microprocessor based controller, dedicated variable frequency

drive for each pump, one No.remote sensors, pressure

transducers, sequence running cotroller, dry running Protection,

motor control centre, necessary power and control cabling from

MCC to pumps including required rating of MCB, one No. 100

litre capacity M.S diaphragam tank with interchangeable

butyl rubber membrane or as per manufacturer

calculation,complete in all respects including CC foundation of

including stainless steel grade 316 pipe suction and delivery

headers and isolation/ control valves( ball valves/butterfly

valves/ Non return valves/ vibration eliminators etc as

required) , power box, equipped with fuses/ isolators/circuit

breakers as required.

Hydropneumatic System for Domestic Water Supply in Water

Supply Pump Room

Set of Two Pumps (1 Working + 1 Standby)

Capacity 20-25 LPS

Supply of ISI marked aluminium conductor XLPE insulated cable

MR 1 as per IS 7098, & cable, armoured, served, sheathed 1100 volts 0

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray (Galvanisation thickness not less than

50 microns) with perforation not more than 17.5%, in convenient

4.6 sections, joined with connectors, suspended from the ceiling 0

with two numbers GI Suspenders i/c base of suitable size GI

angle, GI bolts & nuts, fastner etc as required.

4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Meter 30 ₹ 1,062.00 31860

4.6.6 450 mm width X 50 mm depth X 2.0 mm thickness Meter 50 ₹ 1,439.00 71950

MV CABLE JOINTING & END TERMINATION 0

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

Supplying and laying of following size DWC HDPE pipe ISI marked

along with all accessories like socket, bend, couplers etc.

conforming to IS 14930, Part II complete with fitting and cutting,

15.16 jointing etc.direct in ground (75 cm below ground level) including 0

excavation and refilling the trench but excluding sand cushioning

and protective covering etc., complete as required.

Digitally signed by JAYA

15.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Meter 100 ₹ 289.00 28900

15.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter 300 ₹ 336.00 100800

Total for UGT with electrical work ₹ 1,61,72,602.97

Digitally signed by JAYA

B 100 Users R.C.C.Septic tank (total 9 nos.)

2.6.1 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-incharge.

All kinds of soil

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.

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

ramming, consolidating and dressing complete.

In ground floor

4.1.5 Providing and laying in position cement concrete 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 20 mm nominal size

derived from natural sources)

In ground floor

5.33.1.2 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.

Concrete of M30 grade with minimum cement content of 350 kg /cum

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

placing in position and binding all complete upto plinth level.

a. Thermo-Mechanically Treated bars of grade Fe-500D or more kg 25083 107.85 27,05,202.00

13.4.1 12 mm cement plaster of mix :

1:4 (1 cement: 4 coarse sand)

In ground floor

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

designation 10 average compressive strength in super structure above plinth level

up to floor V level in :

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

NS-1 Supplying all materials, labour, T&P and providing,fitting and fixing 150mm x

150mm x 150mm SW Tee in wall including filling the recess with cement concrete

(1:3:6) with 12mm size h.g chips all complete including watering, curing,

conveyance of all materials to worksite, payment of royalty all complete as per

specification and direction of the Engineer in charge

Digitally signed by JAYA

NS-2 Supplying all materials, labour, T&P and making MS step iron in 20mm diameter

MS steel bars and fixing into walls of man hole/septic tank duly embedded in

cement concrete (1:3:6) complete as per specification and direction of the

Engineer in charge. Each 50 282.00 14,100.00

19.4.1.1 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water tight C.I. cover with frame of 300 x300

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:

100x100 mm size P type

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

bricks of class designation 7.5 each 310 2707.65 8,39,372.00

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

cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1

cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded

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

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

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

graded stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design : Inside size 90x80 cm and 45 cm deep

including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total

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

weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.8.1.1 Extra for depth for manholes :

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

bricks of class designation 7.5 21 8825.40 1,85,334.00

19.9.1.1 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

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

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

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

making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished

with a floating coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)

560 mm internal diameter conforming to I.S. 12592, total weight of cover and

frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2

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

shuttering all complete.

(Excavation, foot rests and 12mm thick cement plaster at the external surface

shall be paid for separately) :

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

bricks of class designation 7.5

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 :

Digitally signed by JAYA

NS-3 Supplying all materials, labour, T&P and constructing soakway pit of the following

size with dry brick walling from bottom upto invert of inlet pipe and fly ash

brickwork in cement mortar (1:6) for the remaining height at top, cement

concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster

(1:4) inside and outside over masonry brickwork, gravel backing in the rear of well

steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips

fitted with iron lifting handles including earthwork in open well excavation in all

kinds of soil and refilling of cavity around the pit & painting the iron works,

watering, curing, conveyance of all materials to worksite, payment of royalty,

taxes etc all complete as per approved specification and direction of the Engineer

in charge 1.40m dia x 2.00m deep soakway pit

Digitally signed by JAYA

External Electrical Works

DSR 2025 Rate (Incl. 18%

Sl. No. Descriptions Unit Qty Amount (Rs.)

1 CABLES SUPPLY

LED Street light fixture, powder coated pressure die cast aluminium body

(System lumen efficacy ≥105 <120 lm/Watt)

Supplying, installation, Testing & Commissioning of Street light LED fixture powder

coated pressure die cast aluminium body with driver as per the requirement with

Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz,

Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per

IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95,

IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI EMC As per

CISPR -15, lenses for beam angle as per IESNA type I/II/III as per the width of the

road and the project requirement., suitable to fit in up to 65mm dia pipe, life time

(LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of

initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11

report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),SDCM (Standard

Deviation Colour Matching) <5, Maximum power consumption should not more

than the specified rating and Fixture shall be of relevant BIS standard complete in

all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated

copper conductor single core cable and earthing etc. as required with Minimum 5

year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output .LM79 &

8.12.12. 50 wattTest report and all testing required for LED fixtures as per BIS shall be Each 100 1782.00 178200.00

9 Solar outdoor LED light

Supplying, installation, Testing & Commissioning of the integrated type solar PV

lighting system on the existing pole structure, comprising of 30 watt, 6V Mono

Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),

Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) charge

Controller in the box with a sleek appearance and a sturdy structure, is weather-

proof, and is simple to install, With Lithium- Iron Phosphate Battery (LiFePO4),

charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture

watt 30 watt, Input voltage: 12V DC , Operating temp range -5 0C to 50 0C, internal

surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, IP-66,IK-

08, CRI >70 , under voltage and over voltage protection, Electro Magnetic

Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPER 15 A,

10 8.21.2 lenses for beam angle as per Illuminating Engineering Society of North America Nos. 20 23100.00 462000.00

(IESNA) type I/II/III as per the width of the road and the project requirement,

Correlated Colour Temperature (CCT) 5700°K (As per American National Standard

Institute (ANSI Bin)) , life time (LED,Driver & electrical circuitary) of 50K hours lamp

buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES

TM-21-11 report, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene

Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120

lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures

as per BIS shall be submitted.. All as per pre approved by Engineer in-charge

complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing etc. as required,

complete with mounting structure for the battery and accessories suitable for

SITC of 5-6wind storm

mtr GI speed as

Octagonal perfor

pole, themounting

site location. (Thermal

of Solar management:

Light havng Top 70 heat

MR bottom 30 mm including GI Base Plate of 12 mm Thick and foundation Bolt , Each 120 17500.00 2100000.00

Suitable for external pipe Dia. of 62 – 72mm, thickness 3 mm

Supply of ISI marked Armoured Aluminium conductor PVC/XLPE insulated cable as

per IS 7098, & 1100 volts grade.

Supplying and making cable route marker with cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone 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 of 10cm including

inscription duly engraved as required.

34 MV CABLE JOINTING & END TERMINATION

Supplying and making end termination with brass compression gland and

35 11.1 aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Digitally signed by JAYA

54 MISC. ITEMS

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

complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand)

including trenching (75 cm deep) and refilling etc as required.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

complete with fitting and cutting, jointing etc. in the existing trench, complete as

61 15.15.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Meter 400 136.00 54400.00

62 15.15.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter 100 183.00 18300.00

65 15.15.5 200 mm dia (OD-200 mm & ID-175 mm nominal) Meter 580.00 0.00

Supplying and laying of following size DWC HDPE pipe ISI marked along with all

accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground

level) including excavation and refilling the trench but excluding sand cushioning

and protective covering etc., complete as required.

67 15.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Meter 400 289.00 115600.00

68 15.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter 100 336.00 33600.00

71 15.16.5 200 mm dia (OD-200 mm & ID-175 mm nominal) Meter 733.00 0.00

73 HT CABLE LAYING

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11

KV grade of following size direct in ground including excavation, sand cushioning,

protective covering and refilling the trench etc as required.

76 22.1.2 Above 120 sq. mm and upto 400 sq. mm Meter 50.00 694.00 34700.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11

77 22.3 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

79 22.3.2 Above 120 sq. mm and upto 400 sq. mm Meter 50.00 170.00 8500.00

80 HT CABLE JOINTING & END TERMINATION

Supplying and making indoor cable end jointing with cast resin compound,

81 23.1 including lugs and other jointing materials, for following size of 3 core, XLPE

aluminium conductor cable of 11 KV grade as required :

Supplying and making outdoor cable end jointing with cast resin compound,

85 23.2 including lugs and other jointing materials, for following size of 3 core, XLPE

aluminium conductor cable of 11 KV grade as required :

89 SUBSTATION WORKS

90 11/0.433 KV, 3 Phase, 50 Hz outdoor/ indoor mounting (Mineral oil filled)

Digitally signed by JAYA

24.8 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

91 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 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

application external paint

Fitting and Accessories The following be provided:- a) Two earthing

terminals with the earthing symbol

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

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

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

MR 8 Construction of 11KV DP Structure with 2nos 9 mtr long 150x150mm RS joist pole Nos

with Cross arm bracings of 75X 40mm MS Channels , clamps , insulators, 12KV

Lightning Arrestors, 1000 A AB switch , Earthing Switch , 1000 A HG Fuse , Guy Sets

94 , Danger Boards , Painting with 2 coats of red oxide primer & 2 coats of aluminium 1 389533.50 389533.50

paint , accessories , fittings, hardwares etc. as required with Trivector Meter

complete with C.T & P.T along with T.P Box .

MR 9 Supply, Installation Testing and commissioning of LT Distribution Box with Change No.

over for two incomer, MCCB, Aluminium Bus bar of single bay with kit-Kat fuse for

630 kVA transformer complete in all respect as per NIQ and as direction of

96 MR 10 Sub-station Fencing with Metal spreading Ls 1 25477.50 25477.50

105 MR 11 Outdoor Feeder Panel

Digitally signed by JAYA

Supplying, installation, testing & commissioning of cubical type LT Indoor

Panel Board for 415V, 3 Phase, 4 Wire, 50 Hz AC supply system of suitable

size fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick

for frame work and covers, 3mm thick for gland plates i/c cleaning &

finishing complete with 7 tank process for powder coating in approved shade,

having extensible type four strip aluminium bus bars of high conductivity,

DMC / SMC bus bar supports, bottom base channel of MS section not less

than 75 mmx 50 mm x 5 mm thick, entire panel shall have a common GI earth bar

25mm x 5mm at the rear with 2 Nos. earth stud, solid connections

from main bus bar to switch gears with required size of aluminium bus

bars and control wiring with 2.5 sq. mm. PVC insulated copper conductor S/C

107 cable, cable alleys, cable gland plates in two half, i/c providing and fixing of

following switchgear and components complete as required.

1) 250 A, FP, 50 kA, thermo magnetic release type MCCB with

spreader link & ROH - 01 No.

110 2)1 set of 300/5 A ratio CTs

3)1 Set of LED type indicating lamps(RYB) with 2 Amps SP

MCBs for Instrument Protection

112 4)Multi Function Meter -1 no

113 (II) Busbars and their ratings

114 300 A 4 strip aluminum busbars - 100 % Neutral

117 3) 63 A, DP, MCB 10 kA - 02 Nos with timer for street light

118 MR 11 4) 40 A, DP, MCB 10 kA - 36 Nos with Energy Meter Set 20.00 385934.00 7718680.00

120 MR 12 Main LT Panel Outdoor/Indoor

Supplying, installation, testing & commissioning of cubical type LT Indoor

Panel Board for 415V, 3 Phase, 4 Wire, 50 Hz AC supply system of suitable

size fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick

for frame work and covers, 3mm thick for gland plates i/c cleaning &

finishing complete with 7 tank process for powder coating in approved shade,

having extensible type four strip aluminium bus bars of high conductivity,

DMC / SMC bus bar supports, bottom base channel of MS section not less

than 75 mmx 50 mm x 5 mm thick, entire panel shall have a common GI earth bar

25mm x 5mm at the rear with 2 Nos. earth stud, solid connections

from main bus bar to switch gears with required size of aluminium bus

bars and control wiring with 2.5 sq. mm. PVC insulated copper conductor S/C

122 cable, cable alleys, cable gland plates in two half, i/c providing and fixing of

following switchgear and components complete as required.

1) 1250 A, FP, 50 kA, EDO type ACB with spreader link & ROH - 01 No. having S/C &

OC protection. For connection with transformer

1) 1250 A, FP, 50 kA, EDO type ACB with spreader link & ROH - 01 No. having S/C &

OC protection. For connection with DG Set

126 ATS (One Set of 1250A Motorized Auto transfer switch )

127 2)1 set of 1250/5 A ratio CTs

3)1 Set of LED type indicating lamps(RYB) with 2 Amps SP

MCBs for Instrument Protection

129 4) Multi Function Meter -1 no

130 (II) Busbars and their ratings

131 1600 A 4 strip aluminum busbars - 100 % Neutral

92 EARTHING 0.00

Earthing with G.I. earth pipe 4.5 Meter 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.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt

Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for

96 5.7 conductor earth electrode, including connection/ termination with GI thimble etc. Meter 200 62.00 12400.00

Digitally signed by JAYA

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as

strip earth electrode, including connection/ terminating with nut, bolt, spring,

97 5.8 washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of Meter 4 1024.00 4096.00

brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip

earth electrode, including connection/ terminating with G.I. 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 50mm)

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild

steel, at least 2 mm thick, and vitreous enamelled white on both sides, and with

inscription in single red colour on front side as required.

Total Amount Rs. ₹ 1,72,26,141.00

Total Amount Rs. ₹ 1,72,26,141.00

Digitally signed by JAYA