Construction of New Approach Road at Medical College & Hospital, Godhra (Reinvite)

No. Qty. In Figures In Words Amount

Clearing and grubbing road land including uprooting rank vegetation grass

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees

Sq. Rupees Two Paise

1 13896.00 cut earlier and disposal of unserviceable materials ( C ) By mechanical means in 2.84

area of light jungle Mt. EightyFour Only

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

Rupees One

road work including removing the excavated stuff and depositing on the road side Cu.

2 698.40 104.20 Hundred Four

slope as directed Mt.

Paise Twenty Only

up to 50Mt. lead.

(Earth which is stacked at any location outside the campus non- objectionable place Rupees One

shall be found by the contractor) in trenches, plinth, sides of foundations etc. Cu. Hundred Thirty

3 558.72 in layers not exceeding 20 cm. in depth consolidating each deposited layer by 130.39

Mt. Paise ThirtyNine

ramming and watering Only

Earthwork for embankment including breaking clods, dressing with all lead

and lift and including water in grolling and consolidation of subgrade in layer sat

O.M.C. to required dry density including filling the depression which Rupees Three

4 21368.38 occurduring the process using power roller 8T to10T.(E) From Borrowarea within 320.07 Hundred Twenty

Up to 10.0 Paise Seven Only

Providing and laying high-strength non-woven Geotextile of minimum 300 GSM,

made from polyester/polypropylene fibers, having tensile strength not less than

kN/m (MD) and 14 kN/m (CD), conforming to IRC:SP:59 / ASTM D4595, over Sq. Rupees One

5 1820.00 a properly prepared and compacted sloped surface as a separation and filtration 101.00

Mt. Hundred One Only

Providing, supplying and laying HDPE Geocell three-dimensional honeycomb like

cellular like confinement system of 100 mm depth, Over the Geotextile, made

from high-density polyethylene (HDPE) strips (minimum thickness

mm), ultrasonically welded to

form interconnected cells of 330 mm × 330 mm (expanded size), conforming to

/ ASTM D638 or equivalent standard. The Geocell shall be expanded and laid

uniformly over the Geotextile and securely anchored on both sides and throughout

the slope using mild steel J-pins of 8 mm diameter and 300 mm length, at 1 No.

per sq. metre or as directed by the Engineer-in-Charge, ensuring firm fixing and

Rupees Four

stability on the slope. After fixing the Geocell, the cells shall be filled with Sq.

6 1820.00 454.50 Hundred FiftyFour

approved granular/soil material, (Will be Paid Separately) compacted Mt.

Paise Fifty Only

manually or mechanically in layers to achieve the desired density and slope

profile, ensuring no displacement of the Geocell structure. The work includes

all materials, labour, cutting, shaping, overlapping of Geotextile (minimum

mm overlap), fixing, anchoring, filling, and compaction complete in all respects as

per manufacturer’s specifications and the direction of the Engineer-in-

Lawn / Carpet Lawn including watering and maintenance of the lawn for

months or more till the grass forms a thick lawn, free from weeds and fit for mowing

including supplying farm clay up 300 mm thick, sludge, manure, pesticides , extra Rupees Five

earth, disposal of rubbish, trench excavation and all labour with lead and lift etc. Sq. Hundred

complete as directed by EIC. (Grass Lawn Should be as per Landscape Architect Mt. ThirtyNine Paise

Specified nursary in make. / supplier list. )

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete including Rupees Three

cost of formwork in Thousand Five

8 798.70 (A) Foundation and Plinth 3,583.82 Hundred

EightyThree Paise

EightyTwo Only

Providing and laying in position Ready / Batch Mixed M-250 grade concrete for

reinforced cement concrete work, using cement content as per approved Design Mix

manufactured in automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying,

including the cost of centring shuttering finishing and Excluding of Rupees Five

reinforcement and including cost of admixtures in recommended Thousand One

9 7.20 proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve 5,180.47 Hundred Eighty

workability without impairing strength and durability as per direction of Paise FourtySeven

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 Only

shall be maintained)

A. Foundation

Providing and laying in position Ready / Batch Mixed M-250 grade concrete for

reinforced cement concrete work, using cement content as per approved Design Mix

manufactured in automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying,

including the cost of centring shuttering finishing and Excluding of Rupees Six

reinforcement and including cost of admixtures in recommended Thousand Eight

10 4.05 proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve 6,817.21 Hundred Seventeen

workability without impairing strength and durability as per direction of Paise TwentyOne

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 Only

shall be maintained)

A. Up to Plinth Column.

B. Above Plinth Column. (Any Height)

Providing and laying in position Ready / Batch Mixed M-250 grade concrete for

reinforced cement concrete work, using cement content as per approved Design Mix

manufactured in automatic batching plant and transported to site of work in transit

mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying,

including the cost of centring shuttering finishing and Excluding of Rupees Six

reinforcement and including cost of admixtures in recommended Cu. Thousand One

proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve Mt. Hundred Six Paise

workability without impairing strength and durability as per direction of SixtyFour Only

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

shall be maintained) A. Plinth Beam / Ground

Beam / Tie Beam/Copping Up to Plinth.

Supplying & Installation RCC (wet cast) factory made FUJI Silvertech Precast or

equivalent make Approved by EIC. U-shape drain T-6 for storm water drain /cable

trench/Utility Duct of 300W x 300D mm having length 2000 mm with it's No Hole

Lid Cover of Suitabel Dimenstion having Load carrying capacity - 4.8 T Axle Load and

2.4 T Wheel load as per design and shape, using coarse aggregate and fine

aggregate derived from natural sources, OPC 53 Grade of cement, admixtures

in recommended proportions as per IS: 456¬2000 and standard like Japanese

Industrial Standards (JIS) having strength not less than M-50 duly steam cured.

using thermo mechanically treated bars. (TMT/TMX) FE 500D or more

conforming to IS 1786 reinforcement bar. Precast factory shall have ISO 9001, ISO

14001 and ISO 45001 for

design, manufacturer, and dispatch of products. Reinforcement cage Rupees Three

shall be fabricated in in-house automated cage making unit having necessary Thousand Five

12 640.00 machines like cutting and bending for getting consistent rebar production. Mt. 3,542.58 Hundred

Product shall be manufactured using RO water for durability criteria. Precast FourtyTwo Paise

factory shall have in-house NABL approved testing facility for quality checks. FiftyEight Only

Separate RO water plant and Steam curing. Policy letter issued by MoRTH for use

of Precast products in State and Central government projects shall be followed for

approval any make of factory made precast concrete quality product. Rate includes

all cost of material, labour charges at the plant, cost of reinforcement, formwork

and lifting accessories, and transportation up to work at the site. Precast drain shall

have a tie shape groove of 10-20 mm width and 25 mm depth on both sides

for joining two precast units. The precast manufacturer should have

minimum 7 years of work eXperience in production of precast products in

India with a turnover for Sale of Precast products shall be more than Rs.

crores for last four financial years. Precast product manufacturer should

have a minimum capacity of 3,00,000 tonnes per annum.This rate Includes

Supply of Product,

Providing and PCC Work,

laying Dry Bedding

TMT Bar FEMortar,

500DJointing & FInal Installation

reinforcement for R.C.C.

work and straightening, cutting, bending, binding & placing in position Rupees SeventySix

13 28480.00 completed Upto any floor any level as per I.S. Standard. complete.as Kg. 76.21 Paise TwentyOne

directed by EIC. Only

Supplying & laying Earthwork for embankment with PI<6, (CBR 8%) including

breaking clods, dressing with all lead and lift and including watering rolling and Rupees One

consolidation of subgrade in layers at O.M.C. to required dry density including Hundred SixtyNine

14 1657.50 filling the depression which occur Cu. Mt 169.44

Paise FourtyFour

during the process using power roller 8T to 10T Only

Preparation and consolidation of sub grade with power road roller of 8 to

12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing

to camber and consolidating with road roller including making good the Rupees Eleven

15 8750.00 undulations etc. and re-rolling the sub grade and disposal of surplus earth with 11.45 Paise FourtyFive

lead upto Any Lead & Lift. Only

Construction of granular sub-base by providing close graded Material

conforming to specifications, mixing in a mechanical mix plant at OMC,

carriage of mixed material by tippers to work site, for all leads & lifts,

spreading in Two uniform layers of specified thickness with motor grader on

prepared surface and compacting with vibratory power roller to achieve the desired Rupees Nine

16 1259.38 density, complete as per specifications and directions of Engineer-in-Charge. 959.50 Hundred FiftyNine

With material conforming to Grade-I (size Paise Fifty Only

range 75 mm to 0.075 mm) having CBRValue-

Providing and laying compacted WMM 150 mm thick in two layers of 75 mm each,

using machin crushed B.T . Metal of size of size 25 mm to 450mm with using Rupees One

20 % stone screenings (Grit ) and stone dust as filler including Thousand Three

17 755.63 spreading, watering and 1,325.20 Hundred

consolidation by vibratory roller etc. complete. TwentyFive Paise

Twenty Only

RCC : Trimix

Providing and laying in position Ready Mixed M-300 grade concrete for RCC

Trimix floor having compressive strength not less than 25 Mpa/mm2 on prepared

sub-base / floors etc. Surface shall be finished using vaccume dewatering

method to achieved finish surface using metallic silica base hardener & tough

surface using polymer Synthetic - fiber as per manufacturer's guideline and IS

standards. minimum floor hardent to be used as 3-4.5 kg/m2 area of works. Rupees Six

Construction joints shall be provided at every 3m distance having groove of Cu. Thousand One

size 25mm wide & 1/4 deep of total floor thickness with filling groove with silicon Mt. Hundred Five Paise

sealant. Rate are inclusive of required reinforced concrete of grade M30 and EightyNine Only

250mm thickness, tools, tackles, laser skid finished using vacuumed

dewatering method, machinery, chemicals & resources etc.

Providing and laying of Steel Moulded paver block (Any Patten Any Shape)

shot blasted interlocking, non-interlocking high density 60 mm thick M40 grade

colored paver blocks of “Vyara” make or equivalent for footpath, parking areas,

service lanes and other areas as mentioned in the drawing including average

50 mm thick bedding layer of coarse sand below paver block. Laid paver block

shall be mechanically compacted up to satisfaction of Architect/ EIC. The work shall

be executed in line and level by skilled mason of flooring work only for paver blocks. Rupees Six

It should be laid in such a way that the no cutting of the paver block to be necessary Sq.

19 1280.00 686.90 Hundred EightySix

and if required, cutting of paver block by machine cut only. The Finished Mt.

Paise Ninety Only

surface of the paver block shall have coarse sand texture finish. Paver blocks

shall be compacted and shall be re-laid, if necessary

(required/ instructed by EIC).

Providing and laying of Steel Moulded paver block (Any Patten Any Shape)

shot blasted interlocking, non-interlocking high density 80 mm thick M40 grade

colored paver blocks of “Vyara” make or equivalent for footpath, parking areas,

service lanes and other areas as mentioned in the drawing including average

50 mm thick bedding layer of coarse sand below paver block. Laid paver block

shall be mechanically compacted up to satisfaction of

Architect/ EIC. The work shall be executed in line and level by skilled mason of Rupees Nine

flooring work only for paver blocks. It should be laid in such a way that the no Sq.

20 100.00 969.70 Hundred SixtyNine

cutting of the paver block to be necessary and if required, cutting of paver block by Mt.

Paise Seventy Only

machine cut only. The Finished surface of the paver block shall have coarse

sand texture finish. Paver blocks shall be compacted and shall be re-laid, if

necessary (required/ instructed by EIC).

Supply and fixing EN type Halfbetter or SPLAY Kerbstones 600 L *450 H *150

T with accessories kerbs like (Radius, Angle, Droper kerbs, Quadrant, transition,

Offlet Kerb etc.) , VYARA make or equivalent quality for manufactured on

Vacuum wet Press Machine with hydraulic pressing of wet concrete mixture

to a minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish. To be supplied in approved size is as per

architect along with

2.5 MPa bending strength .The rate shall also include necessary cutting of asphalt, Rupees Nine

fixing the Kerb stones in line and level on PCC with necessary equipments and Hundred SixtyOne

materials. The rate shall also include the flush pointing in CM (1:3) for all joints of Paise EightyThree

the kerbstones. Filling of zari alone the sides of the kerb stone fixed with Only

Bituminous concrete Bituminous concrete /

C.C. mixed in proper position to flush with the

road surface as directed by Engineer in change to form a portable mixture.

Supply and fixing Dished Channel on Road Sides 600 L *300 H *125 T of VYARA

make or equivalent quality for manufactured on Vacuum wet Press Machine

with hydraulic pressing of wet concrete mixture to a minimum of

tons with simultaneous vacuuming, using ECO filters, and developing a pimple

finish. To be supplied in approved size is as per architect along with 2.5 MPa bending

strength .The rate shall also include necessary cutting of asphalt, fixing the Kerb

stones in line and level on PCC with necessary equipments and materials. The Rupees Eight

rate shall also include the flush pointing in CM (1:3) for all joints of the kerbstones. Hundred Seventeen

Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete Paise NinetyTwo

Bituminous concrete / C.C. mixed in proper position to flush with the road Only

surface as directed by Engineer in change to form a

portable mixture.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458- 1991 specifications Rupees Six

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of Hundred

class NP3 of following internal daimeters.(i) 300mm dia. FourtyNine Paise

NinetyTwo Only

Fabrication Work:

Providing, fabricating, erecting placing in position and connecting for all

heights/spans MS structural sections (All Hollow Section Pipes, in roof

trusses, channels anglesTees, flats, columns, portal frames, platforms, stairs &

column nosing angle, brackets, Purlin , windows Grill Reiling etc. including Rupees Ninety

24 15360.00 cutting, wastage, welding (shop and site), bolting wherever necessary, with Kg. 90.48 Paise FourtyEight

one coat of Zinc Chromate primer and two coats of synthetic enamel paint of Only

(Approved Make and Shade) etc. all complete as directed by the Engineer in

Providing and Fixing ABS Plastic SPEED BUMP of Size :- 750 MM x 250MM x75 MM,

Per Mtr # 4 Nos (2 black, 2 yellow),TOP DESIGN – LINE DESIGN ANTI SKID Rupees Three

PATTERN FOR GRIP fililing Thousand Three

CEMENT INSIDE etc. complete as directed by Paise FourtySeven

Engineer-in-charge. Only

CatEye/Road Stud/RPM: Supplying raised pavement markers made of

polycarbonate and ABS molded body and reflective panels with microprismatic

lens (No Glass bead lens) capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kg, tested in

accordance with ASTM D4280 Type H and complying with the specifications of

Category A of MORTH Circular No. RW/NH/33023/10- 97-DoiIIDt11.06.1997.

The height, width, and length shall not exceed 20 mm, 130 mm, and 130 mm, with a Rupees Two

26 214.00 minimum reflective area of 13 sq. cm on each side. The slope to the base shall be No. 217.40 Hundred Seventeen

35+/-5 degrees. The body of the marker should have a finger grip for easy and Paise Fourty Only

accurate placement and application with epoxy/bituminous adhesive

as recommended by the manufacturer of the marker. The color of the markers

should be as per IRC 35-2015

and as directed by the Engineer-in-charge.

Road marking with hot applied thermoplastic paints with reflectorizing glass

beads on bitumen or RCC surface, providing and laying a hot-applied thermoplastic

compound 2.5mm thick, including reflectorizing glass beads @

250 grams per square meter area. The thickness of 2.5mm is excluding the

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/centerline/edgeline/cut patta. The white color marking should provide

Rupees Three

luminance coefficient once cement road shall be min 130 mcd/m²/lux and Asphalt

Sq. Hundred

27 192.00 road shall be min 100 mcd/m²/lux during the service life in the daytime. The 367.72

Mt. SixtySeven Paise

marking should meet the performance criteria for nighttime reflectivity, wet

SeventyTwo Only

reflectivity, and skid resistance as mentioned in Section 15 of IRC 35-

2015. Warranty for the retro-reflectivity should be

two years.

Supplying & erecting IP 55 grade following size section pillar fabricated from joint

less M.S. Sheet with angle iron legs made from jointless

M.S. Angle with cable clamps to be buried in ground to have appropriate erection

to work uniform until erected with cement concrete foundation and 45 cm

high bricks work finishing with plaster etc. hinged double door internally

supported on both side, with internal and outside looking arrangement with

look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded

Rupees Sixteen

and other with nut and bolt for erecting Bakelite sheet. Painting the Section Pillar

Thousand Six

inside and out side with three tank powder coated paint. section pillar roof should

28 1.00 Ea. 16,691.26 Hundred

be without joint with water leakage proof & tested as per IP 55 test & followed

NinetyOne Paise

TwentySix Only

(A) 150 X 90 X 75 cm section pillar fabricated from 14 Gauge MS Sheet with angle

iron legs 95 cm long made from 40 X 40 X 6 mm thick

Supplying and erecting HYLAM sheet on existing angle iron frame.for Rupees Two

following thickness Thousand Three

29 5.00 2,311.89 Hundred Eleven

Paise EightyNine

Supplying & erecting approved make Digital time switch having lithium cell

6 years operative and operate battery backup 1 channel day clock with

14 memory programme, suitable to operate on 240V + 5%, 16A with, floating Rupees Three

contacts Minimum switching setup time 1 minimum & LCD display. Also Thousand One

30 1.00 comprised permanent ON/OFF switching. Programming switches & housed in fire Ea. 3,168.37 Hundred SixtyEight

proof thermoplastic enclosure & transparent cover erected as required Paise ThirtySeven

with necessary connection erected as directed. Only

Supplying & erecting power contactor ,AC3 duty for time switch complete erected Rupees Two

as per direction Cat III Thousand Seven

31 1.00 (D) 4 pole 440V 40 Amp. Ea 2,782.55 Hundred

EightyTwo Paise

FiftyFive Only

Supplying and erecting triple pole & neutral 440V/ 500V panel mounting

Aluminium Busbars with four equal Nos. of bus having current density not

more than 0.8 Amp. / sq.mm (Rated current / cross section area) duly

wrapped with colour insulating tape for phase sequence of following current Rupees Six

carrying capacity, erected with necessary bus bar supports /insulators, main Hundred Sixty

cable socket to each busbar,erected in existing cubical panel with Paise FiftyFour

necessary connections. Only

(A) Suitable for 100 Amp. Capacity

Supplying and erecting approved make panel mounting type Digital Voltmeter

having 3 digits LED display, 0 to 750 AC Volts range erected on existing Rupees One

panel board with all connection, wiring etc .with manufacturers Thousand Two

33 1.00 calibration certificate. Ea. 1,275.63 Hundred

SeventyFive Paise

SixtyThree Only

Supplying and erecting approved make panel mounting type Digital Ammeter

having 3 digits LED display, external CT operated, calibrated for 0 to 1000 Rupees One

Amps suitable to operate on 500 Volt AC , erected on existing panel board with Thousand Five

34 1.00 all connection, wiring etc Ea. 1,558.43 Hundred FiftyEight

.with manufacturers calibration certificate. Paise FourtyThree

Supplying and erecting approved make Analog type moving iron C.T operated

Ammeter A C Current suitable slide in scale 0- 400 Amp. with Rupees One

3 Nos. of Current Transformer erected on Thousand Five

35 1.00 panel board with connections. Ea. 1,584.69 Hundred

EightyFour Paise

SixtyNine Only

Supplying & erecting approved make Power Factor Meter 150mm dia

flush/projection type/ balanced & unbalanced load to work with appropriately Rupees Five

provided CT’s 100/5A to Thousand One

400/5A ratio & other accessories complete erected in M.S. box & connected to the Hundred Two Paise

circuit by means of PVC copper Core leads. FiftyTwo Only

Supplying and erecting approved make suitable panel indicator LED type

lamp, lens cover, complete erected with necessary Rupees

37 5.00 connections. Ea. 43.43 FourtyThree Paise

FourtyThree Only

MOULDED CASE CIRCUIT BREAKERS

Providing and erecting Approved make Four pole moulded case circuit

breaker having breaking capacity ICU of 25 KA. at 415 V,having normal current Rupees Six

rating up to 25 A to 100A. with Fixed thermal & magnetic release suitable to work Thousand One

38 1.00 on A.C. supply 50 c/s. with all internal connections, spreader tinned copper Ea. 6,173.12 Hundred

& complete erected in existing 16 G.M.S. housing. SeventyThree Paise

ICS=100% of ICU only Cat III Twelve Only

Miniature Circuit Breaker

providing and erecting Miniature circuit breaker single pole 6A to 25A Rupees One

39 36.00 suitable to operate on 240 V A.C. system and having breaking capacity 10 EA 112.11 Hundred Twelve

KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Paise Eleven Only

Providing & erecting 240 V MCB double pole switch for motor & inductive load

(C Curve) having 10 KA breaking capacity & confirms to IS: 8828 in existing box Rupees Two

having following capacity Hundred

40 12.00 (A) 6 to 32 Amp. Cat-III EA 299.97

NinetyNine Paise

NinetySeven Only

LT ARMOURED ALLUMINIUM CABLES.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand

Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in Rupees Two

existing trench / pipe of following size of cables of cables, including proper size Hundred

lugs & glands.(C) 3 1/2 core 50 Sq. mm ((25Sq.1/2 mm ccore) (35 Sq.1/2 mm EightyFour Paise

core) EightyTwo Only

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / Solid

Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in Rupees One

existing trench / pipe of following size of cables, including proper size lugs & Hundred Fourty

glands. Paise ThirtyNine

(C) 4 core 10 Sq. mm Only

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade

ISI marked copper wires of following size to be erected as directed. Rupees

43 225.00 (h) 2.50 Sq.mm 3 core round PVC sheathed Mt. 77.77 SeventySeven Paise

SeventySeven Only

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- Rupees Six

79 & LM-80 certificates)(NOTE: Below description have shown ranges of Thousand Five

capacity between the ranges shown.) Paise One Only

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have

440VAC line supply with over-voltage protection.

(iv) above 90 to 120 watts Cat-lll

Supplying and erecting approved make 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 Rupees Eleven

terminal and arrangement for cable termination to be erected With Suitable Thousand Four

45 13.00 foundation (Included) as per details given by manufacturer considering site Ea. 11,411.99 Hundred Eleven

requirement. Paise NinetyNine

(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness with 225mm X Only

225mm X 16mm base plate, 4-M20 Bolts and 600mm long with necessary G.I. J

Bolts .Approx Pole

weight 67 kg

Providing cement concrete. For foundation or for concrete filling in 1:2:4 ratio with

20 to 25 mm stone metal duly plastered with necessary curing for pole muffing or Rupees Five

any other purpose. Thousand One

46 13.00 5,127.77 Hundred

TwentySeven Paise

SeventySeven Only

Providing and erecting Street Light pole bracket comprising main B Class MS

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

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

/ required size of pole top having sufficient fasteners for fixing the brackets

and having spread of 1.5.mtr. length with 110 deg.with vertical plane & suitable Rupees Nine

47 13.00 welded stays, reducer and with check nuts complete painted with one coat of Ea. 916.07 Hundred Sixteen

Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with Paise Seven Only

following nos of arms.

[B] Double Arm Bracket 1.5 Mtr

Supplying & erecting approved make SMC press moulded composite FRP. loop-

in, loop- out approx. 2mm thick box complete with Bakelite connector strip

5way(3P+N+E),DIN rail for mounting mob & hinged doors as per requirement Rupees Four

having locking arrangements with mounting clamp with nuts, bolts & Hundred

48 13.00 washers suitable for erection on pole with cable clamps& earth bolt of Ea. 476.72

SeventySix Paise

following size of box. SeventyTwo Only

( c)150mm x 125mm x 100mm [deep]

Providing & laying approved make 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 Rupees SixtyTwo

49 400.00 cable. below ground / road surface for enclosing cable 62.62 Paise SixtyTwo

(A)50 mm outer dia Only

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting Rupees One

accessories of same material at required depth in existing trench for laying of mtr Hundred

50 200.00 cable. below ground / road surface for enclosing cable 137.36

. ThirtySeven Paise

(D)120 mm outer dia. ThirtySix Only

Making trench in soft soil of suitable width of 90 cm deep for laying cable or Rupees FiftyFive

51 400.00 locating the fault all over the run and back filling the same 55.55 Paise FiftyFive

and making the surface as normal ground. Only

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required

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

filling the same and making the surface as normal ground. mtr

52 50.00 74.74 SeventyFour Paise

SeventyFour Only

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

approved make Safe 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

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 with chamber

Rupees Ten

and heavy duty cover.(approved make OEM has to submit test certificate including

Thousand Five

value of earth resistane of installation.[C] For Electrical Installation covering

53 1.00 Ea. 10,593.89 Hundred

Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive

NinetyThree Paise

Computer System(like Automation, SCADA)i.e. independent Earthing

EightyNine Only

located in other than normal soil i.e. Soft Rock, Marshy Soil etc..-Length of Pipe :

Mtrs. -Back filling

Compound :2 nos Bags of 25 Kg.

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 S.W.G.

54 10.00 Kg. 77.77 SeventySeven Paise

SeventySeven Only

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 Rupees Three

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

prepared earth pit complete Paise SixtyFive

with necessary 8 SWG earth wire. Only

Total Amount Rs.

Total Amount Rs.

All the works shall be carried out as per public work deptt. and book and other specifications of the division or as directed.

All the columns in the contractor be filled in ink and the total entries in the last columns should be struck by the contractor under his signature.

Rate quoted include clearance of site ( prior to commencement of work and its close) in all respects and held good for work under all conditions site moisture

3) weather etc. )

Testing of materials shall be as per statement attached with the specification. The materials shall be tested in GERI testing charges @ 1% of the amount as per

the schedule - B shall be recovered from the contractor from the running bills as per G.R. ( E & B ) deptt. No. TKC /1085/4-S dt. 20-12-91. Test results other than

GERI will not be accepted.

1.0 % of Construction cost of shall be deducted from bill amount of contract, as per the building and other construction worker's welfare cess act. 1996. ( Labour

& Employment Department letter No. C.W.A. - 2004 - 1831 - M (3), Dt. 09/12/2005, Notification of Llabour & Employment Department Dt. 03-01-05- and labour

& Employment Department latter No. CWA/ 2004-841-M(3), Dt. 14-12-05)

CERTIFICATE

Quantity, rates & wording of items are as per estimates and calculation in the schedule " B " are arithmetically checked and found correct.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

P.I.U. Zone-6, Godhra P.I.U. Zone-6, Godhra