Upgradation of Infrastructure facilities under AII Scheme (Project-III) at Mansa Industrial Estate (2nd Re-invitation).

Name of Work : Up gradation of infrastructure facilities under AII scheme (Project-III) at Mansa I.E. (2nd Re-invitation)

It. Description of Item Qty Unit Rate without Amount

1 Cleaning and Grubbing road land including uprooting trunk, vegetations, grass, 1.00 Hectore 28,455.09

bushes, shrubs, sapling and trees girth upto 300 mm, removal of trunks of trees

stumps of trees cut earlier and disposal of unserviceable material to be used

auctioned lead within the estate including removal and disposal as directed of top

2 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm. depth 16240.00 SMT 42.76

including stacking useful materials on road side and disposing off remaining stuff.

3 Preparing surface by Brushing with wire brushes for removing caked mud etc. 24330.00 SMT 18.38

sweeping with brooms and finally fanning the cleaned surface with gunney bags

to remove all loose dirt etc on all kind of road surface.

4 Construction of granular sub-base by providing & laying of compacted thickness 190.00 CMT 2,125.55

of 250 mm Grading 5th Granular sub base (GSB) in two layers of graded granular

material consisting of machine cut black trap stone aggregate as per grading - V

given in table 400-1 of the specification MORT&H and compactor to the required

density with vibratory roller in all seasons as per MORT&H , maintaining the

required slope & grade during the operation as approved by the engineer in

charge & watering to the proper moisture content and sprinkled with the help of

truck mounted water tank fitted with suitable arrangement. (fully saturated

having CBR value minimum 30)

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix 310.00 CMT 2,453.75

macadam spacification including premixing the materials with water at OMC in

mechanical mix plant carriage of mixed materials by tipper to site, laying in

uniform layers (Layer should not be more than 200 mm)with paver in sub

base/base course on well prepared surface and camber with Sensor paver

consolidation by vibratory road roller to achieve the desired density by using

machine crushed chips as per required gradation mixing with required optimum

quantity of water incl material, labour, plant and machinary and equipment etc.

complete by plant mix method. ( Using mechanical paver ). The rate is including

excavation/cutting and levelling the surface before laying WMM as directed by

engineer in charge.

6 Providing and applying primer coat with bitumen emulsion SS1 on prepared 24330.00 SMT 67.74

surface of granular Base including clearing of road surface and spraying primer at

the rate of 0.70 kg/sqm using mechanical means.

It. Description of Item Qty Unit Rate without Amount

7 Providing & laying compacted 50 mm thick dense graded bituminous macadam (DBM) 290.00 MT 4,270.88

Grade-II in Single layer using 100-120 TPH batch type HMP with tack coat at the rate of

kg / 10 m2 (VG10) in each using crushed aggregates of specified grading premixed with

bituminous binder @ 4.5% ( VG - 40) bitumen by weight of total mix and filler , transporting

the hot mix to work site laying with a hydrostatic paver finisher with sensor control with full

road carpet width (Single screed) or as directed by Engineer in charge to the required grade,

level and alignment, rolling with smooth wheeled roller, intermediate rolling 8-10 tonnes

dead weight or vibratory roller & pneumatic tire roller of 12 to 15 tonnes weight having

sufficient width and pressure & the finishing rolling shall be done with 6 to 8 tonnes smooth

wheeled tendem rollers to acheive the desired compaction as per MORT&H specification etc

complete in all respects. The agency shall have to get the mix design done from approved

laboratory and submit to the Engineer in charge for approval.(Va = 3.5% & Vbe= 11.50%

must be considered in mix design ) If the asphalt (bituminous) content is more than above,

the agency shall have to bear the cost of additional asphalt. The payment shall be done on the

permissible field density achieved on the site instead of density derieved in the mix design. (

The density obtained by mix design above 2.31 MT/M3 shall be boarn by agency )

8 Providing and laying compacted 40 mm thick Bituminous Concrete ( BC ) Grade -II in single 2530.00 MT 4,910.56

layer using 100-120 TPH batch type hot mix plant and using asphalt as a tack coat @ 2.5 kg /

10 sq.m (VG 10) in each using crushed stone aggregateof specified gradation and filler,

Premix with VG-40 grade bitumenous binder at 5.40 % by total weight of mix & filler incl.

transporting the hot mix to work site and laying with hydrostatic paver finisher having

sensor control with Full road carpet width ( Single screed) or as directed by Engineer in

charge to the required grade, level and alignment, rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead weight or vibratory roller & pneumatic tire roller of

12 to 15 tonnes weight having sufficient width and pressure & the finishing rolling shall be

done with 6 to 8 tonnes smooth wheeled tendem rollers to acheive the desired compaction

as per MORT&H specification etc complete in all respects. The agency shall have to get the

mix design done from approved laboratory and submit to the Engineer in charge for

approval (Va = 3.5% & Vbe= 11.50% must be considered in mix design ). If the asphalt

(bituminous) content is more than above, the agency shall have to bear the cost of additional

asphalt. The payment shall be done on the permissible field density achieved on the site

instead of density derieved in the mix design. ( The density obtained by mix design above

2.36 MT/M3 shall be boarn by agency )

9 Providing and applying asphalt painting with bitumen of VG 40 grade on 24330.00 SMT 42.97

bitumenous surface including clearing of road surface and spraying Bitumen at

the rate of 0.60 kg / sqm using mechanical means.

It. Description of Item Qty Unit Rate without Amount

10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing 870.00 SMT 367.72

Glass Beads on Bituminous Surface by Providing and laying of hot applied

thermoplastic compound 2.5 mm thick including reflectorizing glass beads @

gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads

as per IRC:35 .The finished surface to be level, uniform and free from streaks and

holes etc. complete as directed by Engineer - In - Charge.

11 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 830.00 No. 375.72

injuction high compressed molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. With each

unit for fixing (High Intensity grade)

12 Painting lines, deashes, arrows, letters etc on roads, painting on kerb stone, Air 2030.00 SMT 129.29

field sand like in two coats with road marking paint, brushing including cleaning

the surface of all dirt, dustand other foreign matter

13 Facility Informatory Sign:- Providing and fixing sign boards made out of 2 mm 2.00 No. 3,990.64

aluminium sheet /4 mm ACP (Aluminum composite Panel) ;size 80x60 cms.

rectangular as per design of IRC-67-2012. Pretreated with phospheting process &

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

epoxy paint; reflectorised with High Intensity Prismatic Grade retrorefiective

sheeting of Type-4 as per ASTMD-4956 and latest M.O.S.T. Specifications; 3.6 mtr

long stand post of Iron Angle 75x75x6mm / 65 NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35x35x3mm; painted with

best quality epoxy coatings in black and white bends. The details of symbol for

each board shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45x45x60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

It. Description of Item Qty Unit Rate without Amount

14 Cautionary Warning Sign:-Providing and fixing sign boards made out of 2 mm 5.00 No. 3,906.19

aluminium sheet /4 mm ACP (Aluminum composite Panel) ;size 90x90x90 cms.

equilateral triangle as per design of IRC-67-2012. Pretreated with phospheting

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

best quality epoxy paint; reflectorised with High Intensity Prismatic Grade

retrorefiective sheeting of Type-4 as per ASTMD-4956 and latest M.O.S.T.

Specifications; 3.6 mtr long stand post of Iron Angle 75x75x6mm / 65 NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of

35x35x3mm; painted with best quality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 Cms. for each

leg including excavation, curing etc. complete under the supervision of engineer

in charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year out door exposure test report from

third party test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

15 Regulatory/ Mandatory Sign:-Providing and fixing sign boards made out of 2 mm 5.00 No. 3,540.12

aluminium sheet /4 mm ACP (Aluminum composite Panel) ;size 60 cms. dia circle

as per design of IRC-67-2012. Pretreated with phospheting process & acid

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

paint; reflectorised with High Intensity Prismatic Grade retrorefiective sheeting

of Type-4 as per ASTMD-4956 and latest M.O.S.T. Specifications; 3.6 mtr long

stand post of Iron Angle 75x75x6mm / 65 NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35x35x3mm; painted with best

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

board shall be as per the instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45x45x60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

It. Description of Item Qty Unit Rate without Amount

16 STOP Sign:-Providing and fixing sign boards made out of 2 mm aluminium sheet 3.00 No. 6,704.36

/4 mm ACP (Aluminum composite Panel) ; size 90 cms. Octagonal as per design of

IRC-67-2012. Pretreated with phospheting process & acid etching; coated with

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

with High Intensity Prismatic Grade retrorefiective sheeting of Type-4 as per

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

Angle 75x75x6mm / 65 NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35x35x3mm; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each board shall be

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

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

complete under the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified copy of

year out door exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

17 Providing and fixing DD Plan sign boards made out of 2 mm aluminium sheet /4 2.00 No. 21,287.51

mm ACP (Aluminum composite Panel) ; size 244x122 cms. rectangular as per

design of IRC-67-2012. Pretreated with phospheting process & acid etching;

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

reflectorised with High Intensity Prismatic Grade retrorefiective sheeting of Type-

4 as per ASTMD-4956 and latest M.O.S.T. Specifications; 4.0 mtr long stand post

(2 Nos) of Iron Angle 75x75x6mm / 65 NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 50x50x5mm; painted with best

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

board shall be as per the instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45x45x60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

It. Description of Item Qty Unit Rate without Amount

18 Place Identification Sign:-Providing and fixing sign boards made out of 2 mm 2.00 No. 12,341.52

aluminium sheet /4 mm ACP (Aluminum composite Panel) ;size 150x90 cms.

rectangular as per design of IRC-67-2012. Pretreated with phospheting process &

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

epoxy paint; reflectorised with High Intensity Prismatic Grade retrorefiective

sheeting of Type-4 as per ASTMD-4956 and latest M.O.S.T. Specifications; 3.6 mtr

long stand post of Iron Angle 75x75x6mm / 65 NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35x35x3mm; painted with

best quality epoxy coatings in black and white bends. The details of symbol for

each board shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45x45x60 Cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

19 Excavation for foundation up to 1.50 mtr depth including sorting and stacking of 300.00 CMT 123.13

useful materials and disposing off the excavated stuff, filling for levelling work in

line and level with all lead and lift with estate limit for any kind of excavation

works in any kind of soil / road layers as per detailed drawings or as directed by

Engineer - In - Charge.

20 Excavation for foundation 1.50 to 3.0 mtr depth including sorting and stacking of 90.00 CMT 170.50

useful materials and disposing off the excavated stuff, filling for levelling work in

line and level with all lead and lift with estate limit for any kind of excavation

works in any kind of soil / road layers as per detailed drawings or as directed by

Engineer - In - Charge.

21 Filling in foundation and plinth with selected soil (Murrum or Garden Purpose as 240.00 CMT 277.14

required) in layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

22 Filling in plinth with sand under floors including watering 40.00 CMT 481.70

ramming, consolidating and dressing complete

23 Providing and laying PCC 1:3:6 (1-cement : 3- Coarse sand :6 -Hand broken stone 30.00 CMT 3,084.89

aggregates 40 mm nominal size) and curing complete excluding cost of formwork.

It. Description of Item Qty Unit Rate without Amount

24 Supplying and fixing reinforced concrete heavyduty non-pressure pipes with 63.26717 RMT 1,053.39

collars for culverts including setting and joining the pipes in C.M.1:2 watering and

laying (To level of slops of I.S.458/1971Class NP4 of following internal diameter.

(i) 300 mm dia.

25 Demolition including stacking of serviceable materilas and disposal of 9.52375 CMT 1,110.75

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

26 Demolition of Brick work and stone masonry including stacking of serviceable 10.00 CMT 577.92

materilas and disposal of unserviceable materials with all lead and lift. (ii) In

27 Providing and laying controlled cement concrete M.250 and curing complete 70.00 CMT 4,346.88

excluding the cost of form work and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of columns and Mass concrete.

28 Providing and laying controlled cement concrete M.250 and curing complete 40.00 CMT 4,657.08

excluding the cost of formwork and reinforcement for reinforced concrete work

in (B) Walls, from top of foundation level upto floor two level

29 Providing formwork of fresh ply so as to give a smooth finish including centering 40.00 SMT 182.06

shuttering and propping etc. Height of propping and centering below supporting

floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns

etc. and Mass concrete.

30 Providing formwork of fresh ply so as to give a smooth finish including centering 280.00 SMT 243.86

shuttering and propping etc. Height of propping and centering below supporting

floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (C) Vertical surface such as walls (any

thickness) partitions and the like including attached but tresses & string course &

37 Providing TMT FE 500D reinforcement for R.C.C. work including bending, binding 8800.00 KG 77.29

and placing in position complete upto floor two level

38 Providing 15mm thick cement plaster in single coat on brick walls / RCC surface 280.00 SMT 185.41

for interior plastering upto floor two level and finished even and smooth in

Cement mortar 1:3 (1-cement:3-sand)

It. Description of Item Qty Unit Rate without Amount

39 Steel work, welded in built up sections framed work including cutting, hoisting, 7800.00 KG 88.38

fixing in position and applying a priming coat of red lead paint. In beams and

joists, channels angles Tees, flats, GI pipes or any kind of other sections with

connecting plates or angle cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like.

40 (I) Providing & Installing, commissioning & Testing of One number of Horizontal 3.00 No 1869368.60

Filtration Module is Precast Modular Step well of M25 grade, designed to capture

sediments primarily from surface runoff water. This Octagonal shape structure

has a circumscribing diameter of approximately 1500mm and a height of

3475mm. A part of the top module is usually kept above the ground however

same can be flushed with ground. 300 /400/ 610 mm are the available height

options in case part of it has to be kept above the ground level. Top module

accommodates indigenously designed 4-nos Array Filters to capture sediment

effectively within the Horizontal Filtration Module. This easily removable array

filters can be cleaned within or outside the module using pressurized water. Total

filtration area of this filter is approximately 6000 cm2. Filtration capacity is 20m3

to 30m3 per hour. These module is installed prior to the Sand Filtration Module.

The inlet and outlet of is 160mm diameter UPVC pipes.

(II) Providing & installing, ral ladder at 1125 mm with water cleaning system,

labours, hand bucket, lari & other tools. ie.e Trikam, Pavda, rassa, Battery, G.T.,

silica etc. with disposing silt as appropriate places as directed by engineer in

charge. No any additional payment shall be made for cleaning and maintenance

work. All required testing shall be carried out by bidder without any extra cost

for preparing design and drawing for above work and approval of design from

compentent authority of GIDC is in the scope of bidder. No any extra payment

shall be made for the same. Precase slabs held together between two horizontal

pre cast slabs (with 590mm edge length, 50mm thick and hole of 100mm

diameter in the centre). Bottom module holds another type of filter media in the

form of sand bed around a continuous slot fine aperture stainless screen (420

mm diameter and 300 or 450 mm length). Screen is fixed to the bottom slab and

is fully covered by filtration sand. Screen creates entry points for the filtered

water. Module filtration capacity & testing upto 20m3 to 30m3 per hour from

(III) Providing and Fixing 200mm M.S Casing Pipe (156 mtr. 5mm Thick) approved make

like (TATA,JINDAL,SURYA OR As approved by engineer incharge) with to be connected

200mm L.C.G.V-wire Screen(54 Mtr.) with 450mm Dia Drilling ,water, mudslurry

tankers,loading unloading, providing Gravel, Clay/Sand , grave packing, Clay/Sand Packing

and cleaning with compressor 750/200PSI) total depth of recharge well should be

mtr inclusive of mud pit and mud refilling , site cleaning etc.

It. Description of Item Qty Unit Rate without Amount

(IV) The above work is including as per approved drawing and required to completed the

work, (i) Excavation for foundation with refilling upto required depth including sorting

out and stacking of useful materials and disposing off the excavated stuff with all lead and

lift in any kind of soil, (ii) Providing and laying of concrete 1:2:4 (1 cement: 2- course

sand: 4 graded stone aggregate 20 mm nominal size) and curring complete including cost

of form work and rainforcement etc complete (iii) Brick work using common burnt clay

building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1- Cement: 6-finesand) (B) Conventional with 15mm. thick

in Cement Plaster 1:3 (1- Cement: 3-finesand) in single coat On rough(similar) side of

single or half brick walls. (iv) Providing and fixing 150MM dia (S.S. 304) 600MM LENGTH

LEAF TRAP(6MM SLOT) (v) Job work for cleaning of modules for every Pre monsoon for

total 5 years (Once in a Year) with in built intergral ladder at 1125mm with water cleaning

system ,labours, hand bucket, lari & other tools i.e. Trikam, Pavda, Rassa, Battery,G.T. Salia

etc. with disposing silt as appropriate places as directed by Engineer in charge. No any

additional payment shall be made for for cleaning and maintenance work. All required

testing shall be carried out by bidder without any extra cost for preparing design and

drawing for above work and approval of the design from compentent authority of GIDC is

in the scope of bidder. No any extra payment shall be made for the same.

41 Supplying and erecting approved make Octagonal pole made from HR sheet steel. 94.00 Ea 11,411.99

The pole should be made as per IS. and shall be coated with hot dip galvanizing as

42 Providing & Fixing of Solderless Crimping Type Aluminium Lugs (4 Nos. per 752.00 Ea 13.13

termination) conforming to IS suitable for 1 x 4.0 Core x 10 Sq. MM PVC Insulated

Aluminium Armoured cable evenly crimped with high pressure tool & connected

to switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. - (8 Nos. per St. Light Pole)

43 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) 94.00 Ea 278.76

having 10 KA breaking capacity & confirms to IS : 8828 in existing box having

following capacity.(A) 6 to 32 Amp. Cat.III - (1 No. Per St. Lght Pole)

44 Providing and erecting Funnel Pipe type earthing having 150 cms.long and 2.5 94.00 Job 602.57

cms. dia. galvanised iron pipe with coupling and buch buried in specially

prepared earth pit complete with necessary 8 SWG earth wire and required size

HOT deep Galvanised iron strip for earthing of Street light pole using proper

clamp with using salt and charcoal / coke as required for pipe type earthing. (1

Job Per St. Light Pole)

It. Description of Item Qty Unit Rate without Amount

45 Providing & erecting Decorative Type Street Light pole Bracket comprising main 94.00 Ea 626.2

B Class MS pipe of 4.2 cms/require outside dia.complete with suitable B Class MS

sleeve tubing of approx. 45 cms length and suitable for 76.5 mm /80 mm/ require

size of pole top having sufficient fastners for fixing the brackets and having

suitable rise as per site condition 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 suitable for side entry fitting brackets, as per site condition

and as per drawing / directed by Engineer Incharge. with following nos of arms.

(A) Single Arm Bracket 1.5Mtr. - Decorative Type (1 No. Per St. Light Pole)

46 SITC of 90 watt LED streetlight /Floodlight fittings with High power White LEDs 94.00 Ea 5976.17

wattage of 3 Watt and above assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure diecast 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 160to270V, Power Factor more than 0.95, THD<10%,

CCT3000Kto5700K, Uniformityratio>0.45, Luminaire efficacy>100lumens/watt.

LED driver efficiency>85%.(fittings requiredLM-79&LM-80certificates)

47 Supplying and erecting Flexible FR PVC insulated multi strand multi core 1.1 kV 846.00 Mtr 73.73

grade ISI Marked Copper wires of 2.5 Sq. MM.,3 core round PVC sheathed in

exising pipe/ in street light pole erected with green colour for earth continuity. -

48 Providing & erecting of 1 x 4.0 Core x 10 Sq. MM, XLPE (IS: 7098 (i) - 88), ISI 3290.00 Mtr 138.37

Mark, Armoured cable, Multistranded Aluminium Conductor suitable for 1.1 kV

grade to be laid on wall with necessary clamps or to be laid 90 Cms underground

in existing cable trench/ pipe at road crossing or on floor and making the ground

as per original. - For Streetlight between two poles & Service Connections.

It. Description of Item Qty Unit Rate without Amount

49 Providing & laying of approved make 50 MM outer dia Doubled Walled 2820.00 Mtr 62.62

Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with

necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material

at required depth (90 cms) for laying of cable below ground/ road surface for

enclosing cable and back filling the same to make ground as per original & as per

instruction of Engineer Incharge - for Streelight Cable of 1 x 4 core x 10 Sq. MM.

50 Providing & laying of approved make 90 MM outer dia Doubled Walled 257.00 Mtr 95.95

Corrugated Pipes (DWC) of polyethylene (conforming to IS 14930 - II) with

necessary connecting accessories like coupler, Tee, L - Bow, etc. of same material

at required depth (90 cms) including excavation for laying of cable below

ground/ road surface for enclosing cable and back filling the same to make

ground as per original & as per instruction of Engineer Incharge -

It. Description of Item Qty Unit Rate without Amount

51 Providing and erecting Three Phase IoT GSM/GPRS Central Control & Monitoring 2.00 Ea 59916.23

System (CCMS) Panel for Streetlights Smart Feeder Panel with 3 Phase GSM/GPRS

CCMS Streetlight Controller with LCD Display (1 Nos.). Streetlight Controller with

Individual each Phase Control (Energy Saving feature) and Spare relay facility.

Streetlight Controller having 10 years of reserved battery for RTC. With

programmable schedule, month-wise offset settable facility, Astronomic

sunrise/sunset time programming in-built for year long schedule. Operating

Voltage @ 440 V AC with Over Voltage & Short Circuit protection. 2 hour Battery

Back-up for Streetlight Controller. Panel to have 1 Nos. of 3 Phase – Class

Energy Meter for Energy & Fault monitoring on CCMS Web Dashboard. Panel

consisting of 3 Nos. of 3 Pole Contactors (3 x 18 A), 7 Nos. of 1 Pole Miniature

Circuit Breakers (32 Amp.) for Bypass, Input / Output supply functionalities,

Nos. of 4 Pole Earth leakage circuit breaker for safety protection. Standard lock &

key facility for Panel security. Door Switch for unauthorized access & tamper

detection. Accelerometer for panel movement detection & tamper alerts. Suitable

amount of Wires, Connectors, Terminal Blocks included in Panel. 16/18 gauge M

S with industrial exterior powder coated PP with seven tank process RAL

All weather-proof Enclosure Panel having IP65 rating. Waterproof Glands &

Grounding Stand included. Dedicated IoT communication GSM/GPRS SIM Card

(with minimum 5 years of recharge) for Wireless Communication with CCMS Web

Dashboard. 5 Years Data Hosting & Server Charges to be included with CCMS Web

Dashboard. Load status, Live analytics, Energy Meter monitoring (Parameters

such as kW, kWH, PF, I, V), comparative analytics, 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.

52 Providing & erecting Approved make Four pole moulded case circuit breaker 2.00 No 6173.12

having breaking capacity ICU of 25 KA. at 415 V,having normal current rating up

to 25 A to 100A. with Fixed thermal & magnetic release suitable to work on A.C.

supply 50 c/s. with all internal connections & complete erected in existing

G.M.S. housing. (Cat - III) suitable to work on AC supply with all internal

connection-ICS=100% of ICU only.(1 No. per Distribution Box)

53 Providing & Fixing of Heavy Duty Flange type Double Compression brass double 6.00 Ea 38.38

Compression type Cable Gland with rubber ring suitable for 1 x 4.0 Core x 10 Sq.

MM PVC Insulated Alu. Armoured cable complete with outgoing tails, insulating

taps etc. - (3 Nos. Glands per distribution box).

It. Description of Item Qty Unit Rate without Amount

54 Providing & Fixing of Solderless Crimping Type Aluminium Lugs (4 Nos. per 24.00 Ea 13.13

termination) conforming to IS suitable for 1 x 4.0 Core x 10 Sq. MM PVC Insulated

Aluminium Armoured cable evenly crimped with high pressure tool & connected

to switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. - (12 Nos. Lugs per Distribution Box).

55 Supplying & erecting in earthpit of minimum bore dia. 150mm size approved 2.00 Ea 8636.51

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50 mm

having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12 mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation suitable

for following type of applications with chamber and heavy duty cover.(approved

make OEM has to submit test certificate including value of earth resistane of

installation.) & having back filling compound of (B) Inner Chemical (CCm

Compound) - Resistivity :- 0.2 Ohm/meter testing as per IEC 62561-2017

Voltage Drop :- < 1 volt at no load & dry form , Sulpher content :- <2% .(C) Back

filling copound :- Earthing compound should be capable to retain moisture for log

time. Necessary test report must be submitted.

(C) For Electrical Installation covering Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer System (like Automation, SCADA) i.e.

independent Earthing located in other than normal soil i.e. Soft Rock, Marshy

Soil etc..-Length of Pipe : 3 Mtrs. -Back filling Compound :2 nos Bags of 25 Kg.- (1

Job per Distribution Box)

56 Drilling the road without breaking the road surface (Asphalt) for laying of cable 257.00 Mtr 514.09

for feeding power supply by making up to 150mm dia.size of holes at both ends

57 Making trench in soft soil of suitable width of 90cm deep for laying cable or 2820.00 Mtr 46.46

locating the fault all over the run and back filling the same and making the surface

as normal ground.

58 Making trench in hard murrum/ tar road of suitable width of 90 cms or required 257.00 Mtr 62.62

depth for laying any size of cable or locating the fault all over the run and back

filling the same and making the surface as normal ground.