SJMMSVY

BILL OF QUANTITY

for the work of

Name of Work:- Construction of Amrit Station Approach Road from Alka

Talkies to Top Naka Road and Gangajaliya Talav to Railway Station Road

within Bhavnagar city.

Sr. No. Particulars Amount Rs.

1 Site Clearance, Barricading & Dismantling

2 Overlay on CC road & Flexible road

3 Footpath, Parking

4 Traffic Signs, Marking and other Appurtenances

5 Utility Service

6 Electrical Item

Total Amount Rs.

Total Amount Rs.

Road Department

Bhavnagar Municipal Corporation, Bhavnagar

1 Road Department

BHAVNAGAR MUNICIPAL CORPORATION

Name of Work:- Construction of Amrit Station Approach Road from Alka Talkies to Top Naka Road and Gangajaliya

Talav to Railway Station Road within Bhavnagar city.

Item. No. Description Unit QTY 1% Amount

Carry out complete alignment survey work using total station for the

length and width as decided by Engineer in charge for complete length

of Project road and additional length as required. The width to be

surveyed will be up to TP Boundary and beyond that as required,

including marking of TBM, its coordinates, station points, their

coordinates, center line of alignment, taking ground level details of

existing structures, details of all utilities below GL, manholes, catch

pits, existing utility services, light poles, trees, over head electrical lines,

BSNL section pillar/ box, Torrent electrical boxes, including any

1 Hectare 2.11 3,600.00

number marked on them, road dividers, footpaths, culvert, Bridge, etc.

within complete working area and additional areas/ lengths of service

road, diversion etc. as and where required. Rate includes fixing

necessary reference pillars, establishing benchmark, establishing layout,

including submission of longitudinal sections, cross sections, Detailed

drawing in AUTOCAD, Reports of survey work in three hard colour

copies with soft copy of the AUTOCAD drawing, in CD to Engineer in

charge as directed for Road work. Submission of drawing in hard copy

and soft copy as per specification.

Milling the existing bituminous pavement for a depth of 50-75mm by a

milling machine in a single cutting depth to make a uniform surface

without disturbing the base including diversion of traffic, removing

milled materials to approved dumping site (with in 15 kms lead)

including loading and unloading, all leads and lift, fuel and lubricant

charges etc complete as directed by Engineer in Charge

Removal of existing any type of paving or paving stones of any type,

any size, any thickness in required depth including removing paver with

spil sub base and breaking sub base i.e concrete or metaling etc under

3 the supervision of concerned department, disposal unserviceable Sqm 600.00 47.25

material with all lifts and up to any lead at non objectional place and

stacking the serviceable material (paver) upto BMC store including

loading, unloading as directed by Engineer-in-charge.

Demolition & disposal of unservisable material with all lead and lift for

unreinforeced concrete.

Dismentaling the existing structure including removing and stacking the

5 dismentelled materials as and where directed. (B) Rubble Masonry/ Cum 200.00 385.88

Stone Masonry/Brick Masonry / C.C.

Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (I) R.C.C work.

Barricading the entire break down or excavated area on rental basis

using wooden ballies / M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to avoid accident & for

smooth traffic diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of lighting

arrangement through out the work with necessary required arrangement.

..The same shall be removed after completion of work. (Only for break

down work from start to complete)

Provision and fixing of Traffic Signs for a limited period at suitable

locations in the construction zone comprising of warning zone,

approach transition zone, working zone and terminal transition zone

with a minimum distance of 60 cm from the edge of the kerb in case of

kerbed roads and 2 to 3 m from the edge of the carriageway in case of

un-kerbed roads, the bottom edge of the lowest sign plate to be not less

than 2 m above the road level, fixed on 60 mm x 60 mm x 6 mm angle

iron post, founded and installed as per approved design and drawings,

removed and disposed of after completion of construction work, all as

per IRC: SP:55-2001.

Providing, fixing and maintaining the Blinkers at site during

construction period as directed by Engineer-in-charge.

Box cutting the road surface to proper slope and camber for making a

10 base for road work including removing the excavated stuff and Cum 3073.85 205.35

depositing on the roadside slope as directed up to 200Mt.lead.

Embankment: Providing and filling Yellow Soil with necessary

dumping filling of the trenches of each layer not exceeding 150mm

depth. including watering, raming, consolidation, labour charge & tests

required to be carried out etc., Complete.

2 Road Department

Providing and laying Wet Mix Macadam 100 mm compacted thickness

with paver finisher in specified thickness, including premixing in

pugmill/plant well graded crushed stone aggregate, with watering and

spreading by mechanical means to required profile and compacting by

vibratory roller of minimum 80 - 100 KN static weight to achieve

desired density of 98% of MDD including all material, labour,

machinery with all leads and lifts etc. complete as per Technical

Specifications Clause

Providing and laying of rubber moulded paver block, grey/ Coloured

mm thick, M-40 Grade of any size; shape (Usually Uni-Paver Blocks)

using black trap, good quality aggregate of 20 mm nominal size for

footpath, parking areas, service lanes and other areas as mentioned in

the drawing/instruction of the engineer in charge. Cost includes

formworks using rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver block shall be

13 mechanically compacted. The work of paving blocks shall be executed Sqm 3705.00 555.50

in line and level by skill mason of flooring work only. It should be laid

in such a way that no cutting of the paver block to be necessary. if

cutting of paver block necessary, then it should be cut by machine only

and carting. The finished surface of the paver block shall have

reasonably good, plain finish. Paver blocks shall be compacted and shall

be relaid if necessary. Gravel or such type of material shall not be

allowed for production. Lying on 5 cms thick sand bedding.

Providing & applying Tack coat with VG-30 Grade bitumen using

bitumen pressure distributor at the rate of 0.20-0.30 kg/sqm on the

existing bituminous surface cleaned with Air Compressor etc complete.

For D.B.M. or B.C.

Dense Graded Bituminous Macadam (Providing, Carting and laying of

dense bituminous macadam with batch type HMP producing an average

output of 75 tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-40 grade @ min 4.5% by

weight of total mix, transporting the hot mix to work site, laying with a

15 self-propelled paving machine equipped with an electronic sensing MT 1545.60 3,598.00

device to the required grade, level and alignment, rolling with 8-10

tonne static weight or vibratory roller or with a pneumatic tyre roller of

12 to 15 tonne weight to achieve the desired compaction as per

approved design mix . for Grading II. (26.5 mm nominal size) As per

Morth 5th Revision.

Bituminous Concrete (Providing, Carting and laying of bituminous

concrete with batch type hot mix plant producing an average output of

75 tonnes per hour using crushed aggregates of specified grading,

premixed with bituminous binder VG-40 @ min. 5.4 % of mix,

transporting the hot mix to work site, laying with a self-propelled

16 paving machine equipped with an electronic sensing device to the MT 967.68 3,811.00

required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to

tonne weight to achieve the desired compaction as per approved design

mix. for Grading-II ( 13.20 mm nominal size) As per Morth 5th

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb

block for Footpath in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould with well-equipped

vibratory system for kerb stones of approved design, including curing,

etc., complete, including the cost of formwork etc., complete. The rate

shall also include necessary cutting of asphalt, fixing the Kerb stones in

17 line and level on 5 cm thick sand bedding with necessary equipment and Rmt 6920.00 431.96

materials. The rate shall also include the flush pointing in CM (1:3) for

all joints of the kerbstones. Filling of zari along the sides of the kerb

stone fixed with Bituminous concrete mixed in the proper position as

directed by the engineer to form a portable mixture. In any case, Gravel

or such a type of material shall not be allowed for production.

Painting Two Coats on footpath curb surface / New Concrete Surface (

18 Painting two coats after filling the surface with synthetic enamel paint Sqm 1512.00 78.44

in all shades on new plastered concrete surfaces)

Providing and fixing C.C. M-20 grade pre-cast finished surface kerb

stone of approved design including the cost of from work rubber mould

(as directed by engineer incharge) , curing etc. complete. The rate shall

19 also include for eracting and fixing the pieces in position with necessary Rmt 1980.00 260.00

equipment and materials and include the flush pointing in (cm 1:2) for

all joints of the kerb stones. CHAMFERED EDGE KERB (Parking

3 Road Department

Providing and laying Cement Concrete Tactile Tile (for vision impaired

persons as per standards) of size 300 x 300 x 25 to 30mm of Vyara,

Super, Nishu approved make and pattern having water absorption not

over 6% and conforming to IS: 13801:1993, of approved make, pattern

and shade (with UV light resistant colours from Lanxess only) in

outdoor floors such as footpath, courtyard, multi modals location etc.,

laid on 30 to 40mm thick base of cement mortar 1:4 (1 cement: 4 coarse

sand) in all shapes & patterns including grouting the joints with white

cement mixed with matching pigments etc. complete as per direction of

Engineer-in-Charge.

Providing and fixing SS 304 grade satin finish perforated dust bin/ litter

bin of size 850 mm x 300 mm x 850 mm and capacity 50 Ltr each bin

made out of minimum 1.2mm thick sheet with pole of Saflow, Jindal,

KMGS and as per approved sample. The dust bin shall be floor-

mounted with both sides pivot for tilting having a stand arrangement.

21 Both bins shall be covered with an SS sheet. Dust shall be having No 10.00 16,026.84

chemical resistant, blended with stabilizers, Anti Corrosive, Anti

Acidic, Non toxic and free from joints, welds or rims; open from either

side for easy garbage drop even from distance, Dustbin shall be as per

approved and separate Dustbin for Dry and wet Waste shall be provided

( Green and Blue Colour Demarcation on it)

Road Marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes.zebra patta /bump

22 patta lane/center line/ edge line/cut patta. The white color marking 0 755.00 383.80

should provide liminance coefficinet on cement road shall be min

mcd/m2/lux and Asphalt road shall be min 100mcd/m2/lux during the

service life during the daytime.The marking should meet the

performance criteria for night time reflectivity,wet reflectivity and skid

resistance as mentioned in the section-15of IRC35-2015.Warranty for

the Retro reflectivity should be two years. SOR IT CODE

Road Marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

23 beads @ 250gms per sqm area, thickness of 2.5mm is excluding of 0 120.00 383.80

surface applied glass beds as per IRC:35. The finished surface to be

level, uniform and free from streaks and holes.) Directional Arrow,

Regulatory/Mandatory Sign:-Providing and fixing signboards made out

of 2 mm aluminium sheet / 4mmACP (Aluminium Composite Panel);

size 60 cms Dia Circle as per design of IRC-67-2022.Pre-treated with

phosphating process & acid etching; coated with one coat of epoxy

primer and two coats of best-quality epoxy paint; reflectorized with

Micro Prismatic Grade retroreflective sheeting of Type-11 as per ASTM

D-4956 and the latest M.O.S.T. Specifications; 3.6 mtr long stand post

of 75 x 75 x 6mm / 65NBCircularMS Pipe as required and a frame

fabricated from a suitable size iron angle of 35 x 35 x 3mm; painted

24 with best quality epoxy coatings in black and white bends. The details No 20.00 4,618.73

of the symbol for each board shall be as per the instructions of the

engineer in charge. The fixing at the sites shall be in a 1:2:4 CC block,

45x45x60 cm, for each leg. Including excavation, curing, etc., is

complete under the supervision of the engineer in charge. A 10-year

warranty for the Retroreflective sheeting from the original

manufacturer, & a certified copy of a 3-year outdoor exposure test

report from a third-party test lab for the product offered, shall be

submitted by the contractor. (A) Class C Type-11 Retro Reflective

4 Road Department

Cautionary Warning Sign:- Providing and fixing signboards made out

of 2mm aluminium sheet/ 4mm ACP (Aluminium Composite Panel);

size 90x90x90 cms. Equilateral triangle as per the design of IRC-67-

2022.Pretreated with phosphating process &acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorized with Micro Prismatic Grade retro reflective sheeting of

Type-11 as per ASTMD-4956 and latest M.O.S.T. Specifications;

mtr long stand post of 75 x 75 x 6mm/ 65NB Circular MS Pipe as

required and frame fabricated from a suitable size iron angle of 35 x

25 x 3mm; painted with best quality epoxy coatings in black and white No 20.00 5,077.27

bends. The details of the symbol for each board shall be as per the

instructions of the engineer in charge. The fixing at the site shall be in

1:2:4 CC block of size 45x 45x60 Cms for each leg. Including

excavation, curing, etc., is complete under the supervision of the

engineer in charge. A 10-year warranty for the Retroreflective sheeting

from the original manufacturer & a certified copy of a 3-year outdoor

exposure test report from a third-party test lab for the product offered,

shall be submitted by the contractor. (A) Class C Type-11 Retro

Reflective sheeting.

Facility Informatory Sign: Providing and fixing signboards made out of

2mmaluminiumsheet / 4mm ACP (Aluminium composite Panel); size

80 x 60 cms rectangular as per design of IRC-67-2022. Pre-treated with

phosphating process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorized with

Micro Prismatic Grade retro reflective sheeting of Type-11 as per

ASTMD-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand

post of 75 x 75 x 6mm / 65NBCircularMS Pipe as required and frame

fabricated from a suitable size iron angle of 35 x 35 x 3mm; painted

with best quality epoxy coatings in black and white bends. The details

of the symbol for each board shall be as per the instructions of the

engineer in charge. The fixing at the sites shall be in 1:2:4 CC block of

size 45x45x60 cm for each leg, including excavation, curing etc.,

complete under the supervision of the engineer in charge. A 10-year

warranty for the Retroreflective sheeting from the original manufacturer

& a certified copy of a 3-year outdoor exposure test report from a third-

party test lab for the product offered shall be submitted by the

contractor. (A)Class C Type-11 Retro Reflective sheeting.

STOP Sign: - Providing and fixing signboards made out of 2mm

aluminium sheet / 4mm ACP (Aluminium Composite Panel); size

cms Octagon as per design of IRC-67-2022. Pre-treated with

phosphating process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorized with

Micro Prismatic Grade retroreflective sheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of

75 x 75 x 6mm / 65NBCircularMS Pipe as required and frame

fabricated from a suitable size iron angle of 35 x 35 x 3mm; painted

with best quality epoxy coatings in black and white bends. The details

of the symbol for each board shall be as per the instructions of the

engineer in charge. The fixing at the site shall be in 1:2:4 CC block of

size 45x45x60 cm for each leg including excavation, curing etc.,

complete under the supervision of the engineer in charge. A 10-year

warranty for the Retroreflective sheeting from the original manufacturer

& a certified copy of a 3-year outdoor exposure test report from a third-

party test lab for the product offered shall be submitted by the

contractor. (A)Class C Type-11 Retro Reflective sheeting

Parking Sign: - Providing and fixing sign boards made out of

2mmaluminiumsheet / 4mmACP (Aluminium composite Panel); size

60x60 cms. Square plus 60x20 cms rectangular additional plate as per

the design of IRC-67-2022. Pre-treated with phosphating process &

acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorized with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm /

65NBCircularMS Pipe as required and frame fabricated from suitable

28 size iron angle of 35 x 35 x 3mm; painted with best quality epoxy No 10.00 5,906.48

coatings in black and white bends. The details of the symbol for each

board shall be as per the instructions of the engineer in charge. The

fixing at the site shall be in 1:2:4 CC block of size 45x45x60 cm for

each leg, including excavation, curing, etc., complete under the

supervision of the engineer in charge. A 10-year warranty for the

Retroreflective sheeting from the original manufacturer & a certified

copy of a 3-year outdoor exposure test report from a third-party test lab

for the product offered shall be submitted by the contractor. (A) Class C

Type-11 Retro Reflective sheeting

5 Road Department

Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens (No glass bed lens) capable

of providing total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs .tested in accordance to ASTM D

4280 Type Hand complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97-DO III Dt 11.06.1997. The

height, width and length shall not exceed 20 mm, 130 mm and 130 mm

29 and with minimum reflective area of 13 Sqcm on each side and the No 374.00 286.84

slope to the base shall be 35 +/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm

and height not less than 30 +/-2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using epoxy resin-based adhesive

as per manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-

charge. SOR IT CODE

Solar Stud: Solar Stud: Supplying of Solar Raised Pavement Markers

made of polycarbonate molded body with circular shape, solar powered,

LED self illumination in active mode, 360 degree illumination and

reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face in passive mode.

The marker shall support a load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be resistant to dust and water

ingress according to IP 65 standards and should withstand temperatures

in the range of 0 C to 70 C. Color of lighting could be provided in red

or yellow (amber) as per requirement and typical frequency of blinking

is 1 Hz. There should be current losses of less than 20 micro-amperes at

2.4 V in sleepcharging mode to enhance the life of the marker and a full

charge should provide for a minimum autonomy of 50 hours. The

height, width and length of the marker shall not be less than 10 mm x

100 mm x 100 mm. Also, the surface diameter of the marker shall not

be less than 100 mm respectively. The weight of the marker shall not

exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and complete as

directed by the engineer SOR 23-24 IT CD NO :26167.

Providing Supplying and fixing Jumbo Swiss type traffic bollard made

out of 1.5 mm thick CRC sheetin conical shape having 188 cms, bottom

dia, top dia 22 cms., with top circular direction plate of 30 cms dia for

arrow fabricated as per attached drawing and coated with black epoxy

powder coating and retro reflectorized three yellow strip 15 cms wide

and arrow Micro Prismatic grade sheeting as per ASTM 4956-09 Type-

X1 Fixing with cement concrete M-25 grade, Foundation size 30 cm*30

cm*35 cm as per the instruction of Engineer-in-charge

Providing and fixing of powder coating black matt finished MS pipe

bollards made from 100mm O..D. & 7.5mm thick MS pipe, having

length of 1050mm, 3mm deep 25mm wide groove covered by 25mm

wide white retro reflective strips, hollow section shall be filled with

cement concrete inclusive of excavation, fixing, refilling of excavated

material, grouting with cement concrete and anchor bar, removal of

debris etc. as shown in drawing and directed by Eng. in charge. (Sample

must be approved.)

Direction (Junction) Sign:- Providing and fixing signboards made out of

2mmaluminiumsheet / 4mmACP (Aluminium composite Panel); size

244x122cms. Rectangular as per the design of IRC-67 2012. Pre-treated

with phosphating process & acid etching; coated with one coat of epoxy

primer and two coats of best-quality epoxy paint; reflectorized with

Micro Prismatic Grade retroreflective sheeting of Type-11 as per

33 ASTMD-4956 and latest M.O.S.T. Specifications; 4.0mtr long (2Nos.) Nos. 3.00 26,572.09

stand post of 75 x 75 x 6mm/ 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with best quality epoxy coatings in black and white bends. The

details of the symbol for each board shall be as per the instructions of

the engineer in charge. The fixing at the sites shall be in 1:2:4 CC block

of size 45x45x60 cm for each leg, including excavation, curing etc.,

6 Road Department

TREES PLANTATION: Supplying and planting of trees of specified

variety in existing prepared tree pit, including pesticides, termite

treatment, and planting of mature plants (height minimum 15' or above

as approved). Soil mounts 2' - 3' in size. Tree plantation should be

carried on neatly, accurately and with perfection as per drawing and

instructions given by the EIC. Plants shall be planted by

manual/mechanical means and rate shall be inclusive of all material,

34 labour, and equipment as per description. Plants must be supply in bags

of 25"X25" or above. Plastic bags or pots should be removed carefully

and soil around the roots should not be dropped or disturbed much. Bill

shall be placed after completion of the maintenance period but not

before stabilising the hedges. Rates for mortality to be inclusive.

Supporting tripod shall be provided, if required, to make plant in the

proper vertical position. Work shall be done as shown in the drawing or

as directed and approved by EIC.

Mahogany Tree , Alocasia sandevians, Aspragrus asparagoides

myrtifolius Asplenium nidus ,Asplenium nindus plicatum

Delonix Regia- Gulmohar, Calathea stromata ,Nephrolepis bisevvata

B furcana , Nephrolepis exaltala compact ''lace-fern'', Nephrolepis exaltala 0 20.00 880.00

Ficus Benjamin Tree ,Fuchsia,Balsam,Lobelia,Torenia,Oxalis,

Impatiens ,Coleus

Cassia Fistula- Golden rain Tree, Polka-dot plant,Viola , Lantena

sallowiana blue

E Cordia, Wadalia, Dwarfs quisqualis, Verbena 0 20.00 880.00

F Barringtonia, Daisy, Vinaca 0 20.00 880.00

G Tabebuia Rosea- Pink Trumpet, Portulaca, dwraf baugainlilla 0 20.00 880.00

H Terminalia Mentally 0 20.00 3,088.00

SHRUBBERY PLANTATION Supplying well grown shrub plants and

ground cover plants of average height 2' to 3' and planting in existing

prepared planter/ center verge by providing and mixing garden soil with

(250kg/ 100 Sqm of Vermi copmpost or mixture of decade neem cake

and tobacco powder) in total depth of planter/ center verge with soil

pesticide & insecticide. Plants should be disease free and fungus free in

8"x 10" polythene bag. Plastic bags or pots should be removed carefully

35 and soil around the roots should not be dropped or disturbed much. Bill

shall be placed after completion of maintenance period but not before

stabilizing the shrubs. Mortality rates to be inclusive. Work shall be

done as shown in the drawing or as directed and approved by EIC. The

ground coverage should be dense and uniform throughout the planting

A Ixora ( 2 Ft Height) Nos. 30 132.00

B Jetropha (3 Ft Height) 0 30 70.40

C Hamelia ( 2 Ft height) 0 30 61.60

D Madhukamini (2Ft Height) 0 30 52.80

E Sensivaria ( 2 Ft Height) 0 30 39.60

F Agave (2 Ft Height) 0 30 132.00

G Boganvalia (torchblory) ( 2 Ft Height) 0 30 158.40

H Boganvalia (glebra) ( 2 Ft Height) 0 30 132.00

I kana ( 1 Ft height) 0 30 35.20

J karamda ( 3 Ft Height) 0 20 70.40

K Nerium ( 2Ft Height) 0 20 44.00

Supplying, stacking at site Bio Gold fertilizer (Bhavnagar Municipal

Corporation) following all appropriate steps for cultivation as specified

36 by the manufacturer of including royalty and carriage with all leads and 30 960.00

lifts (fertiliser to be brought in company sealed bag only)

Tree Grade Supplying and fixing (RCC 350X350X40mm) Parts with

Tera Cota Colour

Tree Grade Supplying and fixing (RCC 500X500X80mm) Parts with

Tera Cota Colour

Tree Grade Supplying and fixing (RCC 750X750X80mm) Parts with

Tera Cota Colour

Tree Grade Supplying and fixing (RCC 900X900X80mm) Parts with

Tera Cota Colour

Providing and installing factory-made fair/ exposed finish grey/

coloured Precast bench of size - 1.2 mt x 0.45 mt x 0.45 of Otlo by

41 Baakas Design, Manibhadra and as per approved sample and as per Nos. 10.00 10,010.64

drawing. (Basic rate of Bench - Rs.9500/- No) For basic rate items refer

basic rate condition in SCC of Tender Document

Providing and fixing in Position Readymade Water Drain Channel

42 (600mm x 300mm x 100mm) with all labour and material charges as Rmt 3360.00 454.00

per the instructions of the engineer in charge.

7 Road Department

Raising of Existing Manhole Item includes, cutting of existing road

surround by Manhole by diamond cutter machine, dismantling of road

in confined area by breaker machine and carting of dismantled material.

Item also included necessary brick work to raise the manhole at road

level in CM 1:3. Item also included fixing of Manhole frame at exact

road level by using fibre reinforced thixotropic repair mortar material,

43 Laying of concrete made from special bonding chemical flowable micro Nos. 30.00 1,709.60

concrete material in desired thickness and laying of hot mix bituminous

material in upper layer and compaction of hot mix bituminous material

by Plate compactor machine. Rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 mm thickness on raised brickwork.

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.350 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flate, curing mould work etc.: Suitable

for 560mm dia. opening: extra Heavy Duty Frame and cover as directed

by EIC and approved drawing Frame including Height extended up to

Road Top level and manhole cleaning

Manufacturing, testing, supplying, loading, transporting to worksite,

unloading, lowering, laying and jointing R. C. C. pipes in OPC Cement

45 of following class with Socket and spigot joints as per IS 458 -2021

including EPDM Rubber ring as per IS 5382-1985 etc. comp. As

Directed by Engineering in charge.

A 300 mm dia NP4 class Rmt 1200.00 1,217.00

B 450 mm dia NP4 class 0 400.00 2,441.00

C 600 mm dia NP4 class 0 200.00 3,353.00

D 900 mm dia NP4 class 0 0.00 7,534.00 -

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth

up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in

the prop M15 at bottom and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out jali etc. comp. as

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm

clear opening etc. comp.. As directed by engineer in charge.

Providing and Laying of ECOLOGICAL shot blasted Paver Block

Grey/Coloured 80 mm thick, M-20 Grade of any size ; shape

GRASLINE Paving (Grass Paver) Design using black trap good quality

aggragate of 20 mm nominal size for footpath, parking areas, service

lanes and other areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using rubber mould, Rate

providing and laying paver blocks as per required grading and

specification. The paver block shall be mechanically compacted. The

48 work of paving blocks shall be executed in line and level by skill mason 0 296.40 950.00

of flooring work only. It should be laid in such a way that the no cutting

of the paver block to be necessary. if cutting of paver block necessary

then it should be cut by machine only and carting. The finished surface

of the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel or

such type of materials shall not be allowed for production. Laying on

50mm thick sand beddding. Make VYARA or Equivalent

Providing and fixing stainless steel bus-queue-shelter SS 304, as per

detailed design and drawings, including 1 nos of backlit signage and

advertisement panel, 1 nos of side advertisement panel 6 feet long

seating bench covered roof top, roof structure and required light

provision, etc., complete with as per direction of engineer in charge.

8 Road Department

Providing, fabricating, assembling, hoisting / erecting and fixing in

position structural steel work at all heights/ all levels/ all shapes & sizes

with all leads & lifts using any type of section like MS Rolled Steel

Sections, Hollow sections, Tubular Sections, MS Plates, Chequered

Plates etc. all confirming to latest relevant IS codes for the work of steel

structures railings, signage pole, jali, gates, Bus shelter, screen

wall, smart pole, commercial pole, gantry structure, grills, bracings,

bollards, foundation plate and bolt, platforms, brackets, cattle trap,

framing for advertise box on lighting pole, electrical elements

etc. including straightening, cutting, bending, bolting and welding the

members all as per structural drawings and as per detailed specifications

(for materials & workmanship) including necessary scaffolding/

staging, anchor fasteners etc. complete in the situations described

50 hereinafter and comprising of : Kg 150.00 126.68

i) Profile Cutting of components to required lengths/ widths and

shapes/ profiles;

ii) Smooth grinding/machining of edges/faces / all welding joints;

iii) Necessary welding (electric arc welding) for required weld

lengths and sizes shall be carried out by qualified welders.

iv) The fabrication work shall start only after approval of the fabrication

drawings. Any change required in the fabrication drawings shall be

carried out at no extra cost. Fabrication shall be in a perfect

Architectural workmanship manner and as provided in Sections V & VI

v) Electrodes for welding, the procedure, selection, test and inspection

shall confirm to provisions in IS816, IS818, IS822 & IS823.

vi) Erection / hoisting shall commence only after approval of fabricated

parts by the Engineer in charge.

TOTAL OF THE SECTION

Sr. No. Description Unit L B

Part: (A) STREET LIGHTING & ELECTRICAL WORK

51 Section Feeder Panel

Supplying, unloading at site, shifting to site, assembling, leveling,

grouting, erecting, Testing, & Commissioning double

compartmentalized Street light control panel

with IP 65 protection & Enclosure should be powder coated fabricated

from 10 Gauge M.S. sheet & folded channel totally enclosed cubical

type with made out of Modular Panel Box System of high quality

Polycarbonate thermoplastic, Degree of Protection IP 66, in accordance

with IEC 60 529, type tested in accordance with IEC 60 439 – 1. with

pad lock arrangement. The successful tenderer will have to prepare a

general arrangement with dimensions & get it approved through

Architect/ Consultant. All civil work, including RCC platform for street

light panel should be

in scope of Electrical contractor complete in all respect as per detail

drawing and directed by engineer in charge. with outerbody shall be GI

wire mesh with (1900 height, 700 wide, 350 depth) mm stand &

support Angel. (From Spec lsberg / HENSEL only)

A)Supply, Erection, Testing and Commissioning of Centralized Control

and Monitoring with Bypass Facility

Under the scope of this project, contractor should install Centralized

Control & Monitoring System (CCMS) Units and presently BMC is

using conventional feeder pillars to operate & control the streetlights.

To enhance operational efficiency through optimum usage, remote

control & monitoring, installation of CCMS system is considered.

Bidder should supply,install, test, commissioning and maintenance of

lighting controls (Centralized Control & Monitoring System – CCMS)

for LED streetlights to be Installed in the city including Dedicated IoT

communication GSM/GPRS SIM Card (with minimum 2 years of

recharge) for Wireless Communication with CCMS Web Dashboard.

2 Years Data Hosting & Server Charges to be ncluded with CCMS

Web Dashboard. Load status, Live analytics, Energy Meter monitoring

(Parameters such as kW, kWH, PF, I, V), comparative nalytics, reports

generation facility. Fault detection on web dashboard. GIS Mapping of

CCMS Panel on Web Dashboard. Secured MQTT Communication for

Cloud. Includes Android & iOS Mobile Application. Local

communication facility via Mobile Application in case of GPRS

connectivity failure.(10KW - 3 Phase)

SITC of the MCB's ( 10 KA ) With the Din rail Chanel (providing and

erecting miniature circuit breake single pole 6A to25A suitable to

operate on 240 V A.C. system and having breaking capacity 10 KA to

be erected in eixsting box. Confirming to IS 8828/1996 with ISI mark)

A 1-6 Amp. SP MCB Nos. 16.00 189.00

B 6-32 Amp. DP MCB Nos. 0.00 428.24 -

C 6-32 Amp. FP MCB Nos. 0.00 681.75 -

E 25 Amp. DP din Rail Mounted Power Contactor Nos. 0.00 1,236.24 -

F 40 Amp. FP din Rail Mounted Power Contactor Nos. 0.00 3,657.21 -

G 63 Amp. FP din Rail Mounted Power Contactor Nos. 0.00 4,321.79 -

53 Cable Trenches, Manholes & Pipes

9 Road Department

Laying of cable with excavation of trench having depth of 75 cms and

A refilling with clay and covering with 38 mm Ø ID DWC pipe to be laid Mtr. 0.00 177.00 -

in | Soft soil/ Kachcha Road (50/38 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

B refilling with clay and covering with 38 mm Ø ID DWC pipe to be laid Mtr. 250.00 212.00

in | Hard Murrum/ Asphalt Road (50/38 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

C refilling with clay and covering with 50 mm Ø ID DWC pipe to be laid Mtr. 0.00 189.00 -

in | Soft soil/ Kachcha Road (63/50 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

D refilling with clay and covering with 50 mm Ø ID DWC pipe to be laid Mtr. 380.00 224.00

in | Hard Murrum/ Asphalt Road (63/50 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

E refilling with clay and covering with 63 mm Ø ID DWC pipe to be laid Mtr. 0.00 224.00 -

in | Soft soil/ Kachcha Road

Laying of cable with excavation of trench having depth of 75 cms and

F refilling with clay and covering with 63 mm Ø ID DWC pipe to be laid Mtr. 0.00 260.00 -

in | Hard Murrum/ Asphalt Road

Providing and erecting 1.5 mm thick FIA approved and ISI mark

(embossed) RIGID PVC PIPES of following size complete erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following type of erection.

For erecting concealed / Open in wall/slab along with continuous fish

G wire to draw mains, laid in approved manner with plastering by cement

mortar & finishing the surface to match the wall/ceiling.

Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked armored cable

Aluminum conductor of 1.1 KV.grade of following sizes in ground or

in pre-laid DWC pipe / Trenches with necessary cable identification

mark to be provided at distance of 15 mt.

35 sq.mm x4 c Al. cable Mtr.

25 sq.mm x 4 c Al. cable Mtr.

For side light : (from panel to pole 30*2)

16 sq.mm x 4 c Al. cable Mtr.

For side light : (1900*2)+192

10 sq.mm x 4 c Al. cable Mtr.

For side light :

6 sq.mm x 4 c Al. cable Mtr.

For Side light :

Supplying and laying Flexible PVC insulated multistrand multicore

kv grade ISI marked copper wires of following size.

1.50 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 1.5 Sq mm wire Mtr. 0.00 73.00 -

2.50 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 2.5 Sq mm wire Mtr. 0.00 112.00 -

4.00 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 4 Sq mm wire Mtr. 335.32 -

55 Cable Termination

A Cable end termination for 4 x 6 sq mm (Single Cable) No. 0.00 153.00 -

B Cable end termination for 4 x 10 sq mm (Single Cable) No. 200.00 177.00

C Cable end termination for 4 x 16 sq mm (Single Cable) No. 100.00 212.00

D Cable end termination for 4 x 25 sq mm (Single Cable) No. 100.00 283.00

56 Street Light Poles

Supplying and erecting approved make Conical Pole (Medium Duty)

Made from HR sheet steel. The pole should be made as per IS. and shall

be coated with hot dip galvanizing as per IS 2629/2633/4759, with

required base plate and integral Junction box consist of a terminal plate

of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for

MCB Mounting, stud type terminal and arrangement for cable

terminations as erected as per details given by manufacturer considering

site requirement. The length of poles are as below.

(a) 6 Mtr. Long 70 mm Top X 160 mm bottom dia, 3 mm thickness. No. 0.00 11,998.80 -

(b) 7 Mtr. Long 70 mm Top X 175 mm bottom dia, 3 mm thickness. No. 0.00 14,443.00 -

(c) 8 Mtr. Long 70 mm Top X 190 mm bottom dia, 3 mm thickness. No. 0.00 17,331.60 -

(d) 9 Mtr. Long 70 mm Top X 205 mm bottom dia, 3 mm thickness. No. 0.00 19,664.70 -

(e) 10 Mtr. Long 80 mm Top X 220 mm bottom dia, 3 mm thickness. No. 0.00 23,108.80 -

(f) 11 Mtr. Long 80 mm Top X 245 mm bottom dia, 3 mm thickness. No. 0.00 27,663.90 -

(g) 12 Mtr. Long 80 mm Top X 260 mm bottom dia, 3 mm thickness. No. 0.00 32,330.10 -

10 Road Department

Supplying and erecting an approved Octagonal pole made from HR

sheet steel. The pole should be made as per IS. and shall be coated with

hot dip galvanizing as per IS 2629/2633/ 4759, suitable suspend local

wind speed with integral Junction box consist of terminal plate of min

6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for cable termination to

be erected as per details given by manufacturer considering site

(a) 6 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness

with 200mmX200mmX12mm base plate, 4-M20 Bolts and 600mm No. 0.00 13,050.00 -

long J-Bolt.Approx Pole weight 59 kg

(b) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness

with 225mmX225mmX16mm base plate, 4-M20 Bolts and 600mm No. 0.00 15,164.00 -

long J-Bolt.Approx Pole weight 67 kg

(c) 8 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness

with 260mmX260mmX16mm base plate, 4-M20 Bolts and 600mm No. 4.00 17,040.00

long J-Bolt.Approx Pole weight 84 kg

(d) 9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness

with 260mmX260mmX16mm base plate, 4-M24 Bolts and 750mm No. 0.00 20,769.00 -

long J-Bolt.Approx Pole weight 97 kg

(e) 10 Mtr. Long 70 mm Top X 175 mm bottom dia, 4 mm thickness

with 275mmX275mmX16mm base plate, 4-M24 Bolts and 750mm No. 0.00 23,339.00 -

long J-Bolt.Approx Pole weight 145 kg

(f) 11 Mtr. Long 90 mm Top X 210 mm bottom dia, 4 mm thickness

with 300mmX300mmX20mm base plate, 4-M24 Bolts and 750mm No. 0.00 30,941.00 -

long J-Bolt.Approx Pole weight 192 kg

(g) 12 Mtr. Long 90 mm Top X 240 mm bottom dia, 4 mm thickness

with 320mmX320mmX20mm base plate, 4-M24 Bolts and 850mm No. 0.00 41,073.00 -

long J-Bolt.Approx Pole weight 230 kg

C Providing & Constructing M20 CC foundation of 6 m long GI Pole No. 0.00 7,292.00 -

D Providing & Constructing M20 CC foundation of 7 m long GI Pole No. 0.00 7,953.00 -

E Providing & Constructing M20 CC foundation of 8 m long GI Pole No. 4.00 8,531.00

F Providing & Constructing M20 CC foundation of 9 m long GI Pole No. 0.00 9,841.00 -

G Providing & Constructing 1:4:8 CC foundation of 10 m long GI Pole No. 0.00 10,655.00 -

H Providing & Constructing 1:4:8 CC foundation of 11 m long GI Pole No. 0.00 11,175.00 -

I Providing & Constructing 1:4:8 CC foundation of 12 m long GI Pole No. 0.00 12,119.00 -

Supplying, erecting, testing, commissioning approved make M.S.

Polygonal High Mast Pole having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate confirms BSEN

& Hot deep galvanised minimum 65/86 micron (as per IS 01461)

Lantern carriage with ring and rubber lines for erection of luminaries of

A suitable site.

(b) Maximum telescopic section not more than four

(c) Double drum gear pipe motorised winch with 6mm dia S.S. Rod

(For 16 mtr and above size) (d) Approved make L.E.D. aviation light =

1 No. Lighting arrestor = 1 No. with necessary wiring of 2.5 sq.mm

core ISI copper cable Unarmoured.

(e) Bottom most section suitable for mounting reversible motor and

switchgears having door not more than 1400mm x 300mm with

waterproof gasket & hinges & locking arrangement.

(f) Pole structure comprises suitable size of reversible motor, cable and

necessary switchgears. (g)

bottom section shall have suitable size of thickness supports ribs

foundation bolts nuts etc.

(h) Item not comprises the cost of lanterns. No. 2.00 2,46,702.60

(i) Necessary Cement Concrete foundation as per IS including testing &

commissioning of the entire structure for following size of High Mast

High Mast 20 Mtr. TOP A/F 150 Mm, BOTTOM A/F 450 Mm, No. of

Sec. No. - 2, Bottom Thickness - 4 mm, Top Sec. - 3 mm, Size Base

Plate - 580 x 20, Foundation Bolt Size M13 x 1000, Qty - 10 Nos.,

Suitable for mounting Fitting of Light - 12 Nos.

Supply,Erecting,installation,testing and commissioning of 20 mtr High

Mast with motorised system complete with all accessories including

power tool, Head frame, Wire ropes, Foundation Bolts, Lantern

B Carriage, foundation, Excavation, Backfilling & SBC test complete in No. 0.00 60,600.00 -

all respect as per the specifications and drawing with all necessary civil

work. Debris to be removed from the site to suitable location as per the

instruction of the engineer in charge

58 Street Light pole bracket

11 Road Department

Supplying and erecting street light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class GI sleeve tubing of approx. 45cms.length and suitable for

76.5mm/80mm or require size pole top having sufficient fastners for

A fixing the brackets and having suitable rise as per site condition as

directed and spread of 2 mtr.with suitable welded stiffener reducer and

with lock nut complete painted with one coat of Red oxide / PU base

primer and two coats of Aluminium / PU paint. Suitable for side entry

fitting brackets of following nos of arms.

(a) Single Arm Bracket 2 Mtr No. 0.00 2,828.00 -

(b)Double Arm Bracket 2 Mtr No. 0.00 4,596.00 -

(c) Triple Arm Bracket 2 Mtr No. 0.00 6,304.00 -

Providing and erecting Street Light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class G.I. sleeve tubing of approx. 45cms.length and suitable for

mm /80mm / required size of pole top having sufficient fasteners for

fixing the brackets and having spread of 1.5.mtr. length with

deg.with vertical plane & suitable welded stays, reducer and with check

nuts complete painted with one coat of Red oxide / PU base primer and

two coats of Aluminium / PU paint. paint with following nos of arms.

(a) Single Arm Bracket 1.5 Mtr No. 0.00 2,513.00 -

(b)Double Arm Bracket 1.5 Mtr No. 0.00 3,393.00 -

(c) Triple Arm Bracket 1.5 Mtr No. 0.00 4,667.00 -

Providing and erecting street light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class G.I sleeve tubing of approx. 45cms.length and suitable for

mm / 80mm. / require size pole top having sufficient fasteners for fixing

the brackets and having spread of 1 mtr. length with suitable rise as per

site condition & suitable welded stiffener reducer and nipple with check

nut complete painted with one coat of Red oxide / PU base primer and

two coats of Aluminium / PU paint. paint with following nos of arms.

(a) Single Arm Bracket 1 Mtr No. 4.00 1,871.00

(b)Double Arm Bracket 1 Mtr No. 0.00 2,965.00 -

(c) Triple Arm Bracket 1 Mtr No. 0.00 3,903.00 -

Supplying and erecting Street light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class G.I. sleeve tubing of approx. 45cms.length and suitable for

76.5mm/80mm/require size of pole top having nuts and bolts for fixing

D the brackets and having spread of 0.5 mtr. Length with 110 deg.with

vertical plane and suitable welded stiffener reducer and nipple with

check nut complete painted with one coat.of Red oxide / PU base

primer and two coats of Aluminium / PU paint. paint with following

(a) Single Arm Bracket 0.5 Mtr No. 0.00 1,148.00 -

(b)Double Arm Bracket 0.5 Mtr No. 0.00 1,610.00 -

(c) Triple Arm Bracket 0.5 Mtr No. 0.00 2,880.00 -

59 light Fixtures

Documentation & Certification from accredited international & national

laboratories / agencies shall be provided by the manufacturer /

contractor for the luminaries.

Supplying and erecting LED street light / Flood light fittings with High

power White LEDs wattage of 3 Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w and corrosion free High

pressure die cast aluminum housing with smooth finish powder coated

and heat sink extruded aluminium with diffuser and Polycarbonate

optics/ lenses, with toughened glass with company mark/name

engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD

< 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates). Street Light (IP-66), Surge

protection -4KV integral and ,Light must have 440VAC line supply

with over-voltage protection.

A 70 watts Cat-lll No. 0.00 6,266.00 -

B 90 watts Cat-lll No. 4.00 7,812.35

C 120 watts Cat-lll No. 0.00 8,885.00 -

D 150 watts Cat-lll No. 0.00 10,302.00 -

E 200 watts Cat-lll No. 0.00 11,918.00 -

F 210 watts Cat-lll No. 0.00 15,116.00 -

G 240 watts Cat-lll No. 0.00 17,448.76 -

H 240 watts (flood light) Cat-lll No. 0.00 14,160.20 -

60 Earthing Pits

Pipe type Earthing having 150 cms long and 2.5 cms. Ø GI pipe with

coupling and buch buried in specially prepared earth pit complete with

necessary 25x 3 mm size GI earthing strip using salt and charcoal/ coke

as required for pipe type earthing

12 Road Department

Supplying & erecting funnel type earthing having earth plate of

following size burred in specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with alternate layers of charcoal &

salt, 20mm.dia. G.I. pipe with Funnel with a wire mesh for watering &

bricks masonry block, C.I. Cover complete as per para 7.3 of IS

B with necessary length of double Galvanised Iron / copper earth wire No No. 4.00 9,292.00

6 SWG bolted with lug to the plate and covered in 12mm dia. G.I. pipe

2.5 mtr long complete connected to the nearest switch gear with end

socket as per direction & duly tested by earth tester confirming to IS (As

per drawing) with following specification. with 60 x 60x 0.315 cms.

Copper earth Plate

C Chemical Type Earthing

Supplying & erecting in earthpit of minimum bore dia. 225mm size

ASH or approved make Safe Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes

having Outer pipe dia of 80 mm having 80-200 Micron galvanising,

Inner pipe dia of 40 mm having 200-250 Micron galvanising,

connection terminal dia of 14 mm with constant ohmic value

surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications. ( Contractor to

achieve ohmic value less than 1 OHM )

-Length of Pipe : 3000 mm

-Back filling Compound :2 no. Bag of 25 Kg. No. 4.00 12,498.75

61 Traffic Signals

Quantity for the _4__ nos. of the Jucyions

Standard Traffic signal MS 6 Mtr. pole with juntion box, foundation

A earthing etc complete in all respect as per detail drawing for specific No. 0.00 9,191.00 -

requirement at junction

Cantilever Traffic signal 7.5 Mtr. MS pole with junction box,

B foundation, earthing etc complete in all respect as per detail drawing for No. 0.00 19,695.00 -

specific requirement at junction.

62 Miscellaneous

Liaison / Follow UP with Supply Co.

Filling the necessary application to supply co. following up and getting

the supply filling the necessary test report to the supply co. inclusive.

All official fees including security deposits will be paid by the client and

out of pocket expenses shall be of contractor.

C More than 20 KW No. 0.00 10,100.00 -

63 Temporary Electrification Work

Painting the number and words for (streetlight pole numbering and back

A ground of colour as per Zone Code) inventory Identification with good No. 0.00 79.00 -

quality of enamelled paint up to 20 characters + 50 mm Height

PU base primer and PU Paint on pole. The Pole shall be Primered and

B painted two coats of polyurethane based paint with spray machine to

have better finish.

7 Mtr. Height Pole No. 0.00 454.50 -

8 Mtr. Height Pole No. 0.00 522.17 -

9 Mtr. Height Pole No. 0.00 567.62 -

10 Mtr. Height Pole No. 0.00 635.29 -

11 Mtr. Height Pole No. 0.00 703.97 -

12 Mtr. Height Pole No. 0.00 761.54 -

Total of Street Lighting and Electrical Works

Part: (B) DECORATIVE LIGHTING & ELECTRICAL WORK

64 Section Feeder Panel

Supplying, unloading at site, shifting to site, assembling, leveling,

grouting, erecting, Testing, & Commissioning double

compartmentalized Street light control panel with IP 65 protection &

Enclosure should be powder coated fabricated from 10 Gauge M.S.

sheet & folded channel totally enclosed cubical type with made out of

Modular Panel Box System of high quality Polycarbonate thermoplastic,

Degree of Protection IP 66, in accordance with IEC 60 529, type tested

in accordance with IEC 60 439 – 1. with pad lock arrangement. The

successful tenderer will have to prepare general arrangement with

dimensions & get it approve through Architect/ Consultant. All civil

work including RCC platform for street light panel should be in scope

of Electrical contractor complete in all respect as per detail drawing and

directed by engineer in charge. with outerbody shall be GI wire mesh

with (1900 height, 700 wide, 350 depth) mm stand & support Angel.

(From Spec lsberg / HENSEL only)

13 Road Department

A) Supply, Erection, Testing and Commissioning of Centralized

Control and Monitoring with Bypass Facility

Under the scope of this project, the contractor should install Centralised

Control & Monitoring System (CCMS) Units and presently BMC is

using conventional feeder pillar to operate & control the streetlights. To

enhance operational efficiency through optimum usage, remote control

& monitoring, installation of CCMS system is considered. Bidder

should supply,install, test, commissioning and maintenance of lighting

controls (Centralized Control & Monitoring System – CCMS) for LED

streetlights to be Installed in the city including Dedicated IoT

communication GSM/GPRS SIM Card (with minimum 2 years of

recharge) for Wireless Communication with CCMS Web Dashboard.

2 Years Data Hosting & Server Charges to be ncluded with CCMS

Web Dashboard. Load status, Live analytics, Energy Meter monitoring

(Parameters such as kW, kWH, PF, I, V), comparative nalytics, reports

generation facility. Fault detection on web dashboard. GIS Mapping of

CCMS Panel on Web Dashboard. Secured MQTT Communication for

Cloud. Includes Android & iOS Mobile Application. Local

communication facility via Mobile Application in case of GPRS

connectivity failure.(10KW - 3 Phase)

(B) Supplying, unloading at site, shifting to site, assembling, leveling,

grouting, erecting, Testing, & Commissioning double

compartmentalized Street light control panel with IP 65 protection &

Enclosure should be powder coated fabricated from 10 Gauge M.S.

sheet & folded channel totally enclosed cubical type with made out of

Modular Panel Box System of high quality polycarbonate thermoplastic,

Degree of Protection IP 65, in accordance with IEC 60 529, type tested

B in accordance with IEC 60 439 – 1. with pad lock arrangement. The

successful tenderer will have to prepare a general arrangement with

dimensions & get it approved through Architect/ Consultant. All civil

work including RCC platform for street light panel should be in scope

of the Electrical contractor complete in all respect as per detail drawing

and directed by engineer in charge. The outer body shall be GI wire

mesh with (1250 height, 780 wide, 300 depth) mm stand & support

Angle. (From Speclsberg / HENSEL only)

B) 5KW single phase feeder panel

Under the scope of this project, contractor should install Centralized

Control & Monitoring System (CCMS) Units and presently BMC is

using conventional feeder pillar to operate & control the streetlights. To

enhance operational efficiency through optimum usage, remote control

& monitoring, installation of CCMS system is considered. Bidder

should supply, install, test, commissioning and maintenance of lighting

controls (Centralized Control & Monitoring System – CCMS) for LED

streetlights to be installed in the city. Hence, it is proposed to install

CCMS systems at each switching point.

SITC of the MCB's ( 10 KA ) With the Din rail Chanel (providing and

erecting miniature circuit breake single pole 6A to25A suitable to

operate on 240 V A.C. system and having breaking capacity 10 KA to

be erected in eixsting box. Confirming to IS 8828/1996 with ISI mark)

A 1-6 Amp. SP MCB Nos. 248.00 190.89

B 6-32 Amp. DP MCB Nos. 16.00 428.24

C 6-32 Amp. FP MCB Nos. 0.00 681.75 -

E 25 Amp. DP din Rail Mounted Power Contactor Nos. 0.00 1,236.24 -

F 40 Amp. FP din Rail Mounted Power Contactor Nos. 0.00 3,657.21 -

G 63 Amp. FP din Rail Mounted Power Contactor Nos. 0.00 4,321.79 -

66 Cable Trenches, Manholes & Pipes

Laying of cable with excavation of trench having depth of 75 cms and

A refilling with clay and covering with 38 mm Ø ID DWC pipe to be laid Mtr. 0.00 177.00 -

in | Soft soil/ Kachcha Road (50/38 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

B refilling with clay and covering with 38 mm Ø ID DWC pipe to be laid Mtr. 3960.00 212.00

in | Hard Murrum/ Asphalt Road (50/38 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

C refilling with clay and covering with 50 mm Ø ID DWC pipe to be laid Mtr. 0.00 189.00 -

in | Soft soil/ Kachcha Road (63/50 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

D refilling with clay and covering with 50 mm Ø ID DWC pipe to be laid Mtr. 200.00 224.00

in | Hard Murrum/ Asphalt Road (63/50 mm dia. O.D./I.D)

Laying of cable with excavation of trench having depth of 75 cms and

E refilling with clay and covering with 63 mm Ø ID DWC pipe to be laid Mtr. 0.00 224.00 -

in | Soft soil/ Kachcha Road

Laying of cable with excavation of trench having depth of 75 cms and

F refilling with clay and covering with 63 mm Ø ID DWC pipe to be laid Mtr. 0.00 260.00 -

in | Hard Murrum/ Asphalt Road

14 Road Department

Providing and erecting 1.5 mm thick FIA approved and ISI mark

(embossed) RIGID PVC PIPES of following size complete erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

G Clamps with following type of erection. For erecting concealed / Open

in wall/slab along with continuous fish wire to draw mains, laid in

approved manner with plastering by cement mortar & finishing the

surface to match the wall/ceiling.

Supply and Laying XLPE(IS:7098) (I)-88 ISI marked armored cable

Aluminum conductor of 1.1 KV grade, of the following sizes in ground

or in pre-laid DWC pipe / Trenches with necessary cable identification

mark to be provided at a distance of 15 mt.

35 sq.mm x4 c Al. cable Mtr.

25 sq.mm x 4 c Al. cable Mtr.

For side light :

16 sq.mm x 4 c Al. cable Mtr.

For side light :

10 sq.mm x 4 c Al. cable Mtr.

For side light :

6 sq.mm x 4 c Al. cable Mtr.

For Side light :

Supplying and laying Flexible PVC insulated multistrand multicore

kv grade ISI marked copper wires of following size.

1.50 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 1.5 Sq mm wire Mtr. 800.00 73.00

2.50 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 2.5 Sq mm wire Mtr. 0.00 112.00 -

4.00 Sq.mm 3 core round PVC sheathed Mtr.

Total for the 4 Sq mm wire Mtr. 0.00 335.32 -

68 Cable Termination

Cable end termination for 4 x 6 sq mm (Single Cable) No. 496.00 153.00

Cable end termination for 4 x 10 sq mm (Single Cable) No. 10.00 177.00

Cable end termination for 4 x 16 sq mm (Single Cable) No. 5.00 212.00

Cable end termination for 4 x 25 sq mm (Single Cable) No. 10.00 283.00

69 Decorative Light Pole and Fitting

Supply of LED Post Top with a system lumen output of >=

lumens and LED eficiency of minimum 100 lm/W. The luminaire shall

have a rated system lifetime of more than 50,000 burning hours at L70.

The luminaire should have a color temperature of 3000-5700K and CRI

> 70. The luminaire shall meet IP66 with THD < 10% and PF > 0.90.

A Operating voltage between 140 V-270V. Operating temperature No. 248.00 16,697.00

between -10°C to 50°C. The luminaire shall have closed diffused optics

with polycarbonate diffuser board. The total power consumption should

not exceed 70W (including driver) and should not fall below 60W. The

final light pole design with fittings must be approved by the BMC or

concerned authority.

Supplying and erecting approved make decorative pole made from HR

sheet steel. The pole should be made as per IS. and shall be coated with

hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local

wind speed with integral Junction box consisting of a terminal plate of

min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for

B MCB Mounting, stud type terminal and arrangement for cable No. 248.00 19,151.00

termination to be erected as per details given by manufacturer

considering site requirement. 4 Mtr. Long with minimum 76 mm Top

X 114 mm bottom dia, 3 mm thickness with minimum 180 mmX180

mmX12 mm base plate. The final light pole design with fitting must be

approved by the BMC or concerned authority.

Providing & Constructing M20 CC foundation of minimum size

mmX500 mmX1500 mm for 4 m long GI Pole with 4-M20 600mm

long J-Bolt and 12ϕ steel bars at 100 mm spacing at top and bottom

with 50mm effective cover.

70 Earthing Pits

Pipe type Earthing having 150 cms long and 2.5 cms. Ø GI pipe with

coupling and buch buried in specially prepared earth pit complete with

necessary 25 x 3 mm size wiith GI earthing strip using salt and

charcoal/ coke as required for pipe type earthing

15 Road Department

Supplying & erecting funnel type earthing having earth plate of

following size burred in specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with alternate layers of charcoal &

salt, 20mm.dia. G.I. pipe with Funnel with a wire mesh for watering &

bricks masonry block, C.I. Cover complete as per para 7.3 of IS

B with necessary length of double Galvanised Iron / copper earth wire No No. 0.00 9,292.00 -

6 SWG bolted with lug to the plate and covered in 12mm dia. G.I. pipe

2.5 mtr long complete connected to the nearest switch gear with end

socket as per direction & duly tested by earth tester confirming to IS (As

per drawing) with following specification. (C) with 60 x 60x 0.315 cms.

Copper earth Plate

C Chemical Type Earthing

Supplying & erecting in earthpit of minimum bore dia. 225mm size

ASH or approved make Safe Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes

having Outer pipe dia of 80 mm having 80-200 Micron galvanising,

Inner pipe dia of 40 mm having 200-250 Micron galvanising,

connection terminal dia of 14 mm with constant ohmic value

surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications. ( Contractor to

achieve ohmic value less than 1 OHM )

-Length of Pipe : 3000 mm

-Back filling Compound :2 no. Bag of 25 Kg. No. 2.00 12,498.75

71 Miscellaneous

Liaison / Follow UP with Supply Co.

Filling the necessary application to supply co. following up and getting

the supply filling the necessary test report to the supply co. inclusive.

All official fees including security deposits will be paid by the client and

out of pocket expenses shall be of contractor.

C More than 20 KW No. 0.00 10,100.00 -

Supplying and erecting B-class galvanised iron pipe having a smooth

finished bore of the pipe on both ends erected nuts and bolts along

the pole / wall shaping the pipe as per site requirement. Pipe dia as

following.(a)25 mm dia

Total of Decorative Street Lighting and Electrical Works

Total of Street Lighting and Electrical Works (Part A + Part B)

TOTAL AMOUNT (Rs.)

TOTAL AMOUNT (Rs.)

16 Road Department