Construction of Flexible pavement road including street light at Sahera Industrial Estate. (Re-invited)

It. Description Qty Unit Rate Amount

1 BOQ1 – Flexible pavement Road :-Clearing and 4.10 Hect. 34796.29

grubbing road land including uprooting rank

vegetation grass bushes, shrubs, sapling and tree girth

upto 300 mm removal of stumps of tree cut earlier and

disposal of unserviceable materials with all lead and

lift © by mechanical means in area of light jungle

Earthwork in cutting in all sorts of soil and soft 2448.00 Cumt. 127.74

murrum, incl.conveying and spreading the stuff in

embankment as and where directed from the end of

cutting with all required lead and lift within the estate

2 as directed by engineer-in-charge. (Box cutting the

road surface to proper slope and camber for making a

base road work including removing the excavated stuff

and depositing on the road side slope as directed by

engineer in charge, within the limits of estate)

Earthwork for embakment having minimum CBR 5, 26800.00 Cumt. 272.70

using yellow earth brought from outside having P.I

value less than 5, including carting, breaking clods,

dressing including watering rolling and consolidation

3 in layers not exceeding 200 mm thickness at OMC to

required dry density including filling the depresion

which occur during the process of vibratory road roller

of 8 to 10 Tonne etc. complete as directed by engineer

Construction of granular sub-base by providing & 1144.00 Cumt. 1195.10

laying of compacted thickness of 200 mm Grading 5th

Granular sub base (GSB) in 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

4 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)

Providing, laying, spreading and compacting graded 1644.00 Cumt. 1435.18

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 machinary and equipment etc. complete by plant

mix method. ( Using mechanical paver ) .

Providing and applying primer coat with bitumen 3978.00 Sqmt. 68.07

emulsion SS1 on prepared surface of granular Base

including clearing of road surface and spraying primer

at the rate of 0.70 kg/sqm using mechanical means..

Providing & laying compacted 70 mm thick dense 644.00 MT 3838.76

graded bituminous macadam (DBM) Grade-II in Single

layer using 100-120 TPH batch type HMP with tack

coat at the rate of 2.5 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 )

Providing and laying compacted 40 mm thick 376.00 MT 4518.65

Bituminous Concrete ( BC ) Grade -II in single layer

using 100-120 TPH batch type hot mix plant and using

emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m (VG

10) in each using crushed stone aggregate of specified

gradation and filler, Premix with VG-40 grade

bituminous binder at 5.40 % by total weight of mix &

filler incl. transporting the hot mix to work site and

8 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

to 15 tonnes weight having sufficient width and

pressure & the finishing rolling shall be done with 6 to

8 tonnes smooth wheeled tandem rollers to achieve

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 )

Providing and applying asphalt painting with bitumen 3978.00 Sq.mt 41.97

of VG 40 grade on bituminous surface including

clearing of road surface and spraying Bitumen at the

rate of 0.60 kg / sqm using mechanical means.

10 Road marking with hot applied thermoplastic paints 204.00 Sq.mt 367.72

with reflectorizing glass beads on bitumen surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorizing glass

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

excluding of surface applied glass beads as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white colour

marking should provide liminance coefficient on

cement road shalll be min 130 mcd/m2/lux and

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

service life during the day time. The marking should

meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

11 Supplying and Fixing Cat Eye [Stimsonite] made out of 137.00 Nos. 375.72

Acrilo beautile sterine injection high compressed

moulding with reflector made out of MMC [Prismatic

type size 12cm X 6cm X 2.5c] provided with the

bitumenous adhesive 100g with each unit for fixing

(High Intensity Grade) 3M MAKE

Providing and fixing Boundary stone as per IRC Design 123.00 Nos. 291.11

including painting, carving lettering etc. complete &

12 Fixing in C.C. 1:5:10 as directed by engineer-in-charge.

Informatory signs: Providing and fixing sing boards 15.00 Nos. 3856.90

made out of 2 mm aluminium sheet; size 80 x 60 cms

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

13 one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro reflective

sheeting as per latest M.O.S.T. Specifications; 3.1 m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x35 x 3 mm 75 x 75 x 6 mm as

required; painted with best quality epoxy coatings in

black and whitebends. the details of symbols for

eachboard shall details of symbol for eachboard shall

be as per the instruction of engineer in charge. the

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60 cms. for each leg. incl. excavation curing etc.

complete under the supervisio of engineer in charge.

(A) Engineer in charge.

Providing, laying, spreading of quarry spoil having 86.00 Cumt. 275.48

soaked CBR value not less than 30%, brought from

14 outside incl. all lead & lift, all taxes, royalty etc.

comp.incl. rolling, watering & consolidation as directed

by engineer in charge

Excavation for foundation up to 1.5 m depth including 523.00 Cumt. 203.83

sorting out and stacking of useful materials and

15 disposing off the excavated stuff within the estate(A) in

all kind of soil (including wmm & GSB )

providing and laying cement concrete 1:3:6 (1-cement: 38.00 Cumt. 3168.76

3-coarse sand : 6-crushed stone aggregates 40 mm

16 nominal size) and curing complete excluding the cost

of formwork in (A)Foundation and plinth

Providing and laying ordinary cement concrete 1:2:4 72.00 Cumt. 4965.23

(1- Cement 2- Coarse sand : 4- graded stone aggregates

20 mm nominal size) and finishing smooth with curing

etc. complete incl. the cost of formwork but excluding

the cost of reinforsement (i) All kind reinforced

Supplying and fixing reinforced concrete heavy duty 120.00 Rmt. 649.92

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

18 including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(i) 300mm dia. pipe for road

crossing of cable water and other service lines

Supplying and Fixing Reinforced concrete heavy duty 125.00 Rmt. 3879.11

non - pressure pipes with collars for culverts incl.

setting and jointing the pipes in CM 1:2 watering and

19 laying (To level of slops of I.S. 458/1971 Class NP4

casted by vertically vibrated technology of following

internal diameter 900 mm dia.

Providing panel wall for dry stone pitching in 129.00 Cumt. 2524.53

uncoursed rubble masonary with had stone of

approved quality in cement mortar 1:5 incl. curing etc.

Place Identification Sign :-Providing and fixing sign 10.00 No. 14085.46

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 150x90 cms.

21 rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 4.0mtr long (2

Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

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

Sub total of Civil Road part

BOQ 2 – Street light

1 Supplying and erecting approved make Octagonal pole made 23.00 No. 15706.00

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 on foundation as per details

given by manufacturer considering site requirement.

9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm

thickness with 260mmX260mmX16mm base plate, 4-M24

Bolts and 750mm long J-Bolt.Approx Pole weight 97 kg

2 Providing M-20 / 1:2:4 cement concrete foundation for 23.00 No. 1652.36

above item No. 1 & 70 % PCC from bottom including

excavation for the pole of size 60 x 60 x 150 cms. Deep in

below ground level with plinth of 45 cms x 45 cms(or

cms dia x 45 cms) high upper ground level with necessary

curing and finishing in approved manner and as per drawing

& including excavation and as per instruction of Engineer

Incharge. Suitable to Item No.1 -(1 No. Per St. Lght Pole)

3 P & F of Heavy Duty Flanged, Double Compression type 46.00 No. 47.47

Brass Cable Gland with rubber ring suitable for 1 x 4.0 Core

x 16 Sq. MM PVC Insulated Alu. Armoured cable complete

with outgoing tails, insulating taps etc. - (2 Nos. Glands Per

St. Light Pole)

4 P & F of Solderless Crimping Type Aluminium Lugs (4 Nos. 184.00 No. 15.15

per termination) conforming to IS suitable for 1 x 4.0 Core x

16 Sq. MM PVC Insulated Aluminium Armoured cable tail

complete erected with insulating materials for each

termination. - (8 Nos. Per St. Light Pole)

5 Providing & erecting 240 V MCB double pole switch for 23.00 No. 278.76

lighting Load ( B Curve ) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following

capacity ( A ) 6 to 32 Amp . Cat.III

6 SITC of funnel type pipe earthing having 1.50 Mtr. Long and 23.00 No. 618.12

25 MM dia. Medium Class Galvanised iron pipe with coupling

and buch burried in specially prepared earth pit with salt &

charcoal complete with necessary double 8 SWG GI earth

wire - 0.8 Kg (2 x 3.5 Mtr. = 7Mtr.) laid upto bolt fitted in

pole for earthing . (Earthing at each poles) as per drawing -

(1 Job Per St. Light Pole)

7 SITC of Single Arm Bracket Providing and erecting street 23.00 No. 561.56

light pole bracket comprising main B Class GI pipe of

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., as per site condition and as per

drawing / directed by Engineer Incharge. - (1 No. Per St.

Light Pole) (A) Single Arm Bracket 1.0 Mtr.

8 Supplying and erecting 90 Watt LED street light fittings with 23.00 No. 5976.00

High power White LEDs wattage of 1 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 company mark/name engraved or embossed 90 to

V,Power Factor more than 0.95, THD < 10 %, CCT 5000 K to

5700K,Uniformity ratio >0.45, Luminaire efficiency>

lumens/watt . LED driver efficiency > 85 %.CREE / OSRAM /

PHILIPS Lumileds / NICHIA / SEOUL/ LG/BridgeLux (U.S.A.)

make LED used for luminaire. ( Each fittings required LM-79

& LM-80 certificates)-(1 No. of Luminaire equivalent to

150 watt HPSV(11700 Lumens) fitting per streetlight

pole, Surge-4K) (Cat- III)

9 Providing & laying mains with 1.1 kV grade FR PVC insulated 253.00 Mtr. 77.77

ISI Marked Stranded Copper Conductor 2 Wire 2.5 Sq. MM.

in exising pipe/ in street light pole erected with 1.5 Sq. MM.

copper conductor FR PVC insulated stranded wire of green

colour for earth continuity. - (11 Mtr. per St. Light Fitting x

No. St. Light Fitting = 11 Mtr.)

10 Providing, laying, testing & commissioning of 1 x 4.0 Core x 886.00 Mtr. 153.52

16 Sq. MM, XLPE (IS: 7098 (i) - 88), ISI Mark, Armoured,

Multistranded, Aluminium Conductor suitable for 1.1 kV

grade to be laid 90 Cms under ground or to be laid on wall

with necessary clamps or in existing cable trench/ pipe at

road crossing or on floor and making the ground as per

original. - For Streetlight between two poles & Service

11 Providing & laying of approved make 50 MM Nominal OD 759.00 Mtr. 62.62

Doubled Walled 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 - for Streelight Cable of 1 x

4 core x 10 Sq. MM and Service cable of 1 x 4 core x 10 Sq.

12 Providing & laying of approved make 90 MM Nominal OD 55.00 Mtr. 73.73

Doubled Walled 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 - for Streelight Cable of 1 x

4 core x 10 Sq. MM and Service cable of 1 x 4 core x 10 Sq.

13 SITC of Centralized Lighting Load Energy Saver system 1.00 No. 70435.38

having rating below with provision of three phase energy

meter of concerned power supply authority and suitable for

direct switching of load up to 2.5 KVA per phase and having

Magnetic Amplifier Technology - Ve Feedback, Astronomical

Timer for Automatic On / Off of lighting load depending

upon weather conditions, current controlled coil based

Rugged construction Extra switch gear capacity Micro

Contoller based 7 times zones programming user friendly

diagnosis level setting as per process need phase

independent redundancy CRCA powder coated Elegant

panel computer interface software THD ( Harmonics)

intruduced by LES system shall nil lumen drop should be

20% for HPSC if installed with 2 Nos cable entry from

bottom through PG 219 Cable gland ( 1 Nos Energy System

panel for 25 to 27 Nos 150 Watt HPSV fittings per phase).(

Make : BNN POwer / DUEX/ECOLIBRIUM ENERGY)

14 Providing & erecting Approved make Four pole moulded 1.00 No. 6173.12

case circuit breaker 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 16 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)

15 Providing and, fixing heavy duty flange type brass cable 2.00 EA 47.47

gland with rubber ring for PVC insulated armoured cable

complete with out going tails, insulating tape etc for

following size of cables.(d) 2 to 4 core 16 Sq. mm

16 SITC of Solderless crimping type Aluminium lugs 8.00 EA 15.15

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. © 16/25 Sq.mm

17 Supplying & erecting 600 mm x 600 mm x 3.15 mm thk. 1.00 No. 7874.97

Copper earth plate burried in specifically prepared earth pit

3 mtr. below ground with 40 Kg. Charcoal and 40 Kg. salt

with alternate layers of charcoal & salt, 38 mm dia Medium

Class G. I. Pipe with funnel with a wire mesh for watering &

bricks massanary block, C. I. cover complete as per para

of IS : 3043 with necessary length of double 8 SWG copper

earth wire - bolted to the plate and covered in 38 mm dia. G.

I. pipe - 2.5 mtr. long complete connected to the nearest

switch gears with end socket as per direction & duly tested

by earth tester confirming to ISS & as per drawing - (1 Job

per Energy Saver Panel)

18 Drilling the road without breaking the road 55.00 Mtr. 616.10

surface(asphalt)for laying of cable for feeding power supply

by making up to 150mm dia.size of holes at both ends

19 Making trench in soft soil of suitable width of 90 cms deep 100.00 Mtr. 55.55

for laying cable or locating the fault all over the run and

backfilling the same and making the surface as normal

20 Making trench in Hard Murrum / Tar Road of suitable width 450.00 Rmt 74.74

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.

21 Annual Manintenance charge: Agency has to carry out 5.00 Per 9496.60

Manintenance of the streetlight network after 1st year of Year

completion of the project which is included in Defect

Liability Period,in such a way that through all

year,streetlight network will run with 100% efficiency.

Agency has to carry out Manintenanc with Manpower,

Material ,Tools & Tackles . No extra payment will be

provided to agency

22 Annual Operation charge: Agency has to carry out Operation 5.00 Per 392607.90

of the streetlight network after completion of the project Year

which is included in in such a way that through all

year,streetlight network will run with 95% efficiency.

Agency has to carry out operation with Manpower, Material

,Tools & Tackles . No extra payment will be provided to

agency (Unskilled Labour 1 No. & Skilled Labour 1 No. )

Sub total of Electrical part Rs

Total of Civil + Electrical Rs

I / We agree to carry out the work at ______________________ % above the estimated

tender rates ___________________________________________ should be written in figures and

I / We agree to carry out the work at ______________________ % below the estimated

tender rates ___________________________________________ should be written in figures and

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs. 2,09,07,806.48 Put to tender Rs.

Rupees in words : ___________ Rupees in words : _________________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in all

respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages