Construction of Main RCC SWD along with Asphalt main road & street Light at Industrial area of 52 Hector at GIDC Umargam.

Name of Work: Construction of Main RCC SWD along with Asphalt Main Road and street Light at

Industrial area of 52 Hector at GIDC Umargam with Five-year free maintenance guarantee.

Sr. Item Item Description Qty. Unit Rate Amount

1. 1. Clearing and grubbing road land 0.50 Hect. 82434.26

including uprooting rank vegetation,

grass, bushes, shrubs, saplings and trees

girth up to 300 mm, removal of stumps of

trees cut earlier and disposal of

unserviceable materials and stacking of

serviceable material to be used, incl. all

lead & lift including removal and disposal

of top organic soil not exceeding 150 mm

2. 2. Excavation for foundation including

sorting out and stacking of useful

materials and disposing off the excavated

stuff up to all lead & lift as directed by

engineer in charge.

In all sorts of soil and soft murrum, hard

murrum, boulders & all type of strata incl.

3. (A) Up to 1.5 Mt. dpt. from G.L. 4917.15 Cu.Mt 144.54

4. (B) 1.5 Mt. TO 3.00 Mt. Depth 4917.15 Cu.Mt 158.55

5. (C ) 3.0 Mt TO 5.00 Mt depth 4280.15 Cu.Mt 171.51

5. 3. Providing and filling rubbles including 494.16 Cu.Mt 1064.80

hand packing and filling interstices with

quarry spalls behind abutments and

between returns as directed.

6. 4. P/L PCC 1:3:6 (1-cement: 3 coarse sand: 494.16 Cu.Mt 3172.71

6 M/c stone aggregate 20 / 40mm

nominal size) in foundation concrete /

floor concrete incl. machine mixing,

ramming, consolidation & curing etc. incl.

cost of form work if required etc.

complete at all levels.

7. 5. Providing and laying controlled cement

concrete M.300 and curing complete

Including the cost of formwork and

Excluding cost of reinforcement for

reinforced concrete work in

8. (A) Base Slab - Foundation footing With 1392.17 Cu.Mt 4422.72

9. (B) Top Slabs with Shuttering 918.89 Cu.Mt 6068.66

10. (C) Walls With Shuttering 1517.16 Cu.Mt 6449.83

11. 6. Supplying cutting, bending, binding and 459.39 M.T 78577.00

placing in position steel as per plan and

design and as per ISS 2502 including cost

of steel and binding wire for

reservoirs/structures only including lift

up to 6-meter height or depth below G.L.

for all diameters

Do –CRS Steel All Diameter Fe 500D

Grade Confirming to relevant IS

12. 7. Filling available excavated earth 2822.89 Cu.Mt 130.39

(excluding rock) in trenches. plinth, sides

of foundations etc. in layers not

exceeding 20 cm. in depth consolidating

each deposited layer by ramming and

13. 8. Demolition including stacking of 141.14 Cu.Mt 1057.85

serviceable materials and disposal of

unserviceable materials with all lead and

lift. (i) R.C.C. work

14. 9. Box cutting the road surface & in all sorts 4534.00 Cu.Mt 207.40

of soil and soft murrum to proper slope

and camber for making a base for road

work including removing and disposing

the excavated stuff with all lead and lift as

directed etc complete

15. 10. Earthwork for embankment including 4261.00 Cu.Mt 242.05

breakings clods, dressing with all lead

and lift and including watering rolling

and consolidation of Subgrade material

with thickness of 500 mm in two layer &

material having minimum CBR value 8 in

sub base course in layers at O.M.C. to

required dry density including filling the

depression which occur during the

process using power roller 8T to 10T

with all lead & lift incl. of all material,

labour, machineries, guarding,

barricading, etc. complete as directed

16. 11. Construction of granular sub-base by 997.00 Cu.Mt 1888.81

providing & laying of compacted

thickness of 200 mm Grading 5th

Granular sub base (GSB) in layers of (150

mm + 50 mm) 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)

17. 12. Providing, laying, spreading and 1246.00 Cu.Mt 2174.64

compacting graded stone aggregate to

wet mix macadam specification 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 machinery and equipment etc.

complete by plant mix method. (Using

mechanical paver)

18. 13. Providing and applying Primer Coat with 5020.00 Sq.Mt 69.86

bitumen emulsion (Grade - SS1) on r

prepared surface of granular Base

including clearing of road surface and

spraying primer at the rate of

kg/sqm using mechanical means

19. 14. P/ L 80mm thick premixed compacted 957.00 M.T 3975.73

Dense Bituminous Macadam as per

M.O.R.T &H specification Table no 500-

10 Grading-2 using asphalt ( VG-40)

grade for mixing @ 4.50 % and tack coat

at the rate of 2.5 kg/ 10 m2 of

Bituminous VG-10 grade, transporting

the hot mix to work site using m/c stone

aggregate as per gradation incl cleaning

the surface heating the asphalt to

required temperature mixing of materials

by Batch type Hot mix plant and sensor

paver finisher incl required grade and

camber incl compaction by Vibratory

roller to achieve the desired dry density

incl all cost of materials laboures etc

comp incl line ( edge and level ) in string

longitudinally incl camber as directed by

Engineer in charge.

20. 15. Providing and laying 40 mm thick 701.00 M.T 5024.45

Bituminous Concrete as per M.O.R.T. & H

specification Table no 500-18 Grading-2

using asphalt ( V.G-40) grade for mixing

@ 5.40 % and with 100-120 TPH batch

type HMP producing an average output of

75 tonnes per hour using crushed

aggregates of specified grading, premixed

with bituminous binder @ 5.40 per cent

of mix, tack coat at the rate of 2.5 kg/

m2 of Bituminous VG-10 grade,

transporting the hot mix to work site,

laying with a hydrostatic paver finisher

with sensor control to the required grade,

level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to

achieve the desired compaction as per

MoRTH specification clause No.

complete in all respects.

21. 16. Applying bituminous paint VG-40 @ Rate 7110.00 Sq.Mt 44.78

of 6 kg/10m2 incl heating the bitumen r

and spraying by mechanical sprayer incl

spreading of stone dust with 0.013M3/10

22. 17. Providing & Laying of Road Marking with 41.00 Sq.Mt 367.72

Hot Applied Thermoplastic Compound r

2.5mm thick incl reflectorizing glass

beads @ 250gms per Sqm area thickness

of 2.5mm exclusive of surface applied

glass beads as per IRC 35. The finish

surface to be level uniform and free from

streaks and holes (As per Government

letter No. SOT/102003/94/S-

1/Dated.20-07-2004) etc.

23. 18. Supplying and fixing Cat eye (Stimsonite) 290.00 Nos. 217.40

made out from Acrilo beautile sterine

injunction high compressed molding with

reflector made of MMC (Prismatic type of

size 12cm x 6cm x 2.50cm) provided with

bituminous adhesive 100g. With each

unit for fixing (High Intensity Grade). Cat

eye shall be of swareflex or 3M or

equivalent brand, approved by Engineer-

24. 19. Supply of 7M overall height decorative 24.00 Each 29750.00

pole with base dia 165 mm (1M) with

mm thickness and top dia 89 mm (6M)

with 3.5 mm thickness. The pole pipe

structure to be of hot dip galvanized,

along with base plate of 280x280x14 mm

hot dip galvanized and double arm

bracket (Gi pipe) of 750 mm overhang

with 48 mm pipe of 3 mm thickness. The

complete pole shall be painted with

marine grade process. The pole must be

provided with connector, hylem sheet,

mcb - Reference Chatsworth Pole with

Double Arm ascade Bracket

25. 20. Providing and, fixing heavy duty flange 48.00 Each 47.11

type brass cable gland with rubber ring

for PVC insulated armoured cable

complete without going tails, insulating

tape etc for following size of cables.

Suitable for the size of (d) 2 to 4 core

26. 21. P & F of Solderless crimping type 192.00 Each 15.03

Aluminum lugs conforming to IS suitable

for cable of following size evenly crimped

with high pressure tool & connected to

switchgear terminals with

brass/cadmium plated nut bolts in an

approved manner. For the size of (C)

27. 22. Providing and erecting Pipe type earthing 24.00 Each 365.68

having 150 cms. long and 2.5 cms. dia.

galvanized iron pipe with coupling and

bunch buried in specially prepared earth

pit complete with necessary 8 SWG earth

28. 23. Supply of 90W Decorative Luminaires BIS 48.00 Each 17500.00

approved body made of painted spun

aluminum. The housing of the fixture

must be in two parts and fixture opening

is from front side for the ease of

operation. The protector is made of single

piece injection molded anti UV

polycarbonate providing impact

resistance of IK 09. Permanently sealed

optical compartment with IP66

protection. Luminaire offers tool free

access to gear compartment with IP65

protection. Luminaire shall be installed as

a suspended luminaire with 1-inch BSP

stainless steel pipe with 2 chuck nuts

provided. The luminaire must be

provided with Air vent plug in optical

compartment for pressure equalization.

The luminaire is equipped with

PC/PMMA lenses with wide photometry

for increased pole spacing. Easy access to

control gear compartment by opening

special draw latch with zinc plated

material and hinge kind of arrangement.

Overall luminous efficiency of luminaire

shall be minimum 140L/W at correlated

colour temperature (CCT) of 4000K.

colour rendering index (CRI)>70 and

residual flux of 70% (L70) 50,000 hours.

The luminaire should be designed for

Electrical Class I and must operate at any

voltage from 120V to 277V, with Power

Factor ≥ 0.95 and shall be provided with

internal surge protection of minimum

4kV and external surge protection of

10/10 kV (in both Common & Differential

Modes). Street Light (IP-65), Surge

protection -4KV interal and Light must

have 440VAC line supply with over-

voltage protection. Luminaire is suitable

for operating temperature (Ta) from -10°

to 40°C. Manufacturer must have CE

compliance. HANOI 90W 4000K

29. 24. Supplying and erecting Flexible PVC 480.00 Mtr. 77.02

insulated multi strand multi core 1.1 kv

grade ISI marked copper wires of

following size to be erected as directed.

(h) 2.50 Sq.mm 3 core round PVC

sheathed. Make of Coper Wire will be as

per attached make list

30. 25. Providing and erecting XLPE (IS:7098) 1086.00 Mtr. 152.14

(I)-88 ISI armoured cable multistrand

Aluminum conductor for 1.1 KV. to be

laid on wall with necessary clamps or in

existing trench / pipe of following size of

cables. (A) 4 core 16 Sq. mm. - For

Streetlight between two poles & Service

Connections Make of Armoured Cable

will be as per attached make list

31. 26. Providing & laying approved make 1038.00 Mtr. 62.09

Double walled corrugated pipes (DWC) of

polyethylene (conforming to IS 14930 II)

with necessary connecting accessories of

same material at required depth in

existing trench for laying of cable. below

ground / road surface for enclosing cable.

(A)50 mm outer dia. - for Streetlight

Cable of 1 x 4 core x 16 Sq. MM and

Service cable of 1 x 4 core x 16 Sq. MM.

Make of DWC Pipe will be as per attached

32. 27. Providing & laying approved make 444.00 Mtr. 95.09

Double walled corrugated pipes (DWC) of

polyethylene (conforming to IS 14930 II)

with necessary connecting accessories of

same material at required depth in

existing trench for laying of cable. below

ground / road surface for enclosing cable.

(c) 90 mm outer dia

33. 28. Providing and Supplying ISI mark G.I. 150.96 Mtr. 1001.92

Pipes with Couplings of following class

and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance for

departmental stores, stacking etc.

complete (IS-1239). Heavy Duty 100 mm

34. 29. Smart 4G Timer, Supply of IoT based 4G 1.00 Each 99492.33

Smart Streetlight Control & Monitoring

System having a Smart Panel comprising

of 3 Phase IoT Streetlight Smart 4G Timer

with 16x2 LCD to display RSSI, relay

status, RTC time & diagnostics.,

Controller works on 3-phase & also on

any available 1-Phase., Controller with 8-

hour battery backup during external

power failure. External power failure

alert immediately to cloud., 110-630 V AC

@ 50-60 Hz – 3 phase operating range.,

Standby power consumption <3W., Smart

4G Timer with RS232 port for DLMS

Energy meter., Smart 4G Timer must be

compatible with any make / brand of

DLMS (RS232) Energy Meter., DI: 4 Nos.

(3 Contactor / Latch detection, 1 for Door

Sensor.)., DO: 3 Relays for Independent

control each phase (R, Y, B) with 1 extra

spare relay., Smart 4G Timer with dual

SIM functionality for connectivity

backup., 4G M2M SIM 3-Year

communication included., Local

configuration via WiFi / BLE for

maintenance or during force majeure.,

GPS chip inbuilt of Smart 4G Timer for

auto location tracking & astronomic

schedule location., 50 programmable

schedules., Astronomic scheduling with

monthly offsets., Smart 4G Timer has

inbuilt timer stores schedules locally &

also stores schedule execution logs

locally, syncs to cloud whenever

connected to cloud., Auto-scheduler

overrides manual operations., Monitoring

& alerts for MCB trips., Over/under

voltage, current, overload, power factor &

short circuit protections with alerts via

Dashboard, App, SMS, WhatsApp &

Email., Contactor / Latch chattering

protection & alerts., Smart 4G Timer with

neutral failure protection and alert.,

Bulit-in Watchdog for anti-jamming.,

Smart 4G Timer must send Regular

"heartbeat" on software for CCMS status.,

Accelerometer for tamper & panel

movement detection & alerts., Smart 4G

Timer must be tested from an NABL Lab

for Surge Test @ 6 KV (IEC 61000-4-5),

ESD Test @ 4 KV (IEC 61000-4-2), EFT @

2 KV (IEC 61000-4-4), Conducted

Emission @ 150 KHz-30 MHz (CISPR11),

Damp Heat Test (40 Deg C @ 95% RH)

cycles of 12+12 hours (IS: 9000 (Part

5/Sec.2):1981 latest) with all test passing

criteria as “Temporary degradation or

loss of function or performance which is

self-recoverable”., FOTA functionality

required for upgrades., Smart 4G Timer

sends & stores online/offline data of

controller & load for lamp burn hours

analysis., It stores & syncs connectivity

logs for configuration of network

connections & analytics., PANEL &

SWITCHGEAR, The panel includes a Class

1 DLMS energy meter NABL approved

with 1-2 months of stored data of daily,

hourly, monthly, load survey,

instantaneous, events, tamper data &

with power events stored in meter

memory for audit purpose., Must monitor

V, I, KWH, KVA, PF, KVAH, etc., Panel

made with 2 mm CRCA sheet with ground

mountable stand complete with gland

plate, waterproof glands, earthing bolt.,

IP55, weatherproof panel with RAL7035

powder-coated., Smart 4G Timer must be

fitted on removable terminal sockets for

easy maintenance., Switchgear includes

Nos. 3 pole Contactor / Latch having

minimum 50 A Load carrying capacity

per phase, all other switchgear & wires:

40 A load carrying capacity., 1 Nos. 4P

MCB 10 kA for Incomer & 6 Nos. 1P MCBs

10 kA for Outgoing., Phase-Wise Bypass

MCBs required., 4P RCCB 100 mA., door

sensor. Also, provide lock & key facility.,

Panel mount outdoor antenna for GSM,

GPS., Canopy design for draining down

water., CCMS SMART SOFTWARE, OAuth

2.0 APIs for sending data to Government

clouds/software, etc., CCMS Web

dashboard with secure password & OTP

login., Hosted on trusted cloud, data

security, antivirus & attack protection.,

HTTPS., AES256-bit encryption.,

Vulnerability Assessment and

Penetration Testing (VAPT) certificate for

CCMS Software., Streetlight management

software for load status, live analytics &

reports., Energy meter data tables (kW,

kWh, PF, I, V, etc.) available., Utility

monthly bill reconciliation & Class

accuracy reports for billing, energy

monitoring & auditing for streetlight

load., Fault detection., Light fault 99%

analysis on dashboard using energy

monitoring., WhatsApp integration.,

Hierarchy-wise reporting & alerts., GIS

mapping of live connected streetlight

control panels, poles & streetlights.,

MQTT protocol., Smartphone app with

local configuration & navigation.,

Monitoring & reporting of lighting

parameters., Facility for media

attachments for site photos/videos/work

permits/checklists, etc. per Feeder Panel

for remote verification., Asset

management module for streetlight

infrastructure data., Complaint/service

task management with history &

escalation must be available., Android &

iOS App for dashboard analytics, graphs,

energy data, alerts., 3 Years CCMS Web

Software & Cloud Server Hosting

subscription included., Customizable,

user-friendly dashboard.,

35. 30. Providing and erecting Approved make 1.00 Each 7977.28

Four pole moulded case circuit breaker

having breaking capacity ICU of 35 KA. at

415 V. having normal current rating

125A. with Fixed thermal & magnetic

release suitable to work on A.C. supply

c/s. with all internal connections,

spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

36. 31. Supplying & erecting funnel type earthing 1.00 Each 7803.78

having earth plate of following size

burred in specifically prepared earth pit

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 3043 with necessary length

of double Galvanized Iron / copper earth

wire No 6 SWG bolted with lug to the

plate and covered in 12 mm 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

37. 32. Drilling the road without breaking the 150.96 Mtr. 616.10

road surface(asphalt)for laying of cable

for feeding power supply by making up to

150mm dia. size of holes at both ends

38. 33. Making trench in soft soil of suitable 1038.00 Mtr. 55.55

width of 90 cm deep for laying cable or

locating the fault all over the run and

back filling the same and making the

surface as normal ground.

39. 34. Making trench in Hard Murrum / Tar 950.00 Mtr. 74.24

Road of suitable width of 90 cms or

required 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.

40. 35. Providing, erecting, fabricating the M.S. 16.00 Kg 77.20

structure as per requirement on site

incorporating proper size of M.S. angles,

square, round, flats, bars, channels,

sections complete with cutting, welding,

grinding & finishing duly painted with

one coat of red oxide with erection on

site as per direction of engineer in charge

with necessary grouting, cementing,

plastering & finishing complete.

41. 36. Painting the number and words for 24.00 Each 22.09

inventory Identification on erected

fittings / equipment’s or Such accessories

as may require with good quality of

enameled paint as directed by engineer in

charge. (i) up to 20 characters, up to

42. 37. Providing 1:2:4 cement concrete 24.00 Each 1282.12

foundation & 70 % PCC from bottom

including excavation for the pole of size

60 x 60 x 120 cm. Deep in below ground

level with plinth of 45 cm x 45 cm (or

cm dia x 45 cm) high upper ground level

with necessary curing and finishing in

approved manner. (for 7.5 & 8/8.5 mtr

43. 38. Operation & Maintenance of Street Light 60.00 Mont 6060.00 3,63.600.00

of Main Road 52 Hector. The Scope h

includes to maintain the street light

throughout the contract period; this

includes labour of operation of street

light. The quantities are as mentioned

below. The agency has to provide

sufficient wireman’s, helpers & required

labour for the work. The agency has to

maintain average 90% OR above of the

street lights during the month. The

payment shall be made on efficiency

basis. the same shall be used of approved

brand only. The scope includes all labour

charges, required man powers with tools

& tackles etc complete., The agency has to

carry out the work as per direction of

Engineer in charge and / or as specified

in the detailed scope of work. Efficiency

of the street light shall be checked on

weekly basis & agency has to attend the

site during weekly checking of street light

& all fittings. Agency has to arrange the

vehicle for the engineer either Car or

rikshaw as & when required or called for:

(7Mtr.) Total Nos. of Pole = 24 Total Nos.

Pole, and Total no. of Fittings = 48nos,

Rate Rs. 125.00/- per pole TOTAL

FITTING X RATE / FITTING/MONTH =

44. 39. Providing & fixing of ''J" type GI nut bolt 24.00 Set 1664.12

20mm X 600mm Long with necessary

Base plate etc. (for 7.5 & 8/8.5 mtr pole)

1. Unit Rates specified for various items to be executed as per Schedule "B" in the price bid are

excluding GST and inclusive of all labour, materials, testing charges, equipments, all incidental

charges involved in the items & 1% Labour Cess and as specified in the mode of measurement &

payment of detailed specifications of items, & all other taxes, royalty, octroi, transportation cost

etc. all as applicable presently and as to be enforced for future by any / all including

Central/State Govt. and Statutory bodies from time to time.

2. For round the clock Maintenance closed as per tender of Building work/ Wirings/ Street Lights/

Camera and necessary equipment etc. minimum persons are to be engaged as per annexure.

3. Rates quoted should be as per minimum wages act, Government of Gujarat and must include PF,

ESIC and Bonus, failing which can result into disqualification of bidder.

I/We agree to carry out above work at __________ % above the estimated Rate put to tender

Percentage in words ( _______________________________)

I/We agree to carry out above work at __________ % below the estimated Rate put to tender

Percentage in words ( _______________________________)

Estimated Amount put to Estimated Amount put to

Tender Rs. 7,99,33,200.70 Tender Rs.

Add % Above Rs.________________ Deduct % Below Rs.______________

Net Amount Rs.____________(In figures). Net Amount Rs.____________(In figures)

I/we have read the condition mentioned in this tender and agree to abide by the same.

Signature of contractor. Executive Engineer