DEVELOPMENT OF APPROACH ROAD ON BOTH SIDE OF UNDERPASS & ROAD TOWARDS PORBANDAR HIGHWAY TO UNDERPASS IN LIEU OF L.C. NO.- 74 ON PORBANDAR TO KANALUS SECTION KM 956/956/1957/956/4 AT NARSANG TEKRI AREA, PORBANDAR MUNICIPAL CORPORATION

NAME OF WORK : DEVELOPMENT OF APPROACH ROAD ON BOTH SIDE OF

UNDERPASS & ROAD TOWARDS PORBANDAR HIGHWAY TO UNDERPASS

IN LIEU OF LC NO.­ 74 ON PORBANDAR TO KANALUS SECTION KM 956/956/1

957/956/4 AT NARSANG TEKRI AREA.

RECAPITULATION SHEET

NO DESCRIPTION AMOUNT (Rs.)

1 Approach Portion (B1) ₹

2 Electrical Lighting (B2) ₹

3 Total of (B1 + B2) = ₹

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

Civil Works (B1)

1 1.00 Survey Each 50,500.00

Carry out complete alignment survey work by total station

along bridge alignment, cross roads 100m. both sides, 200m.

additional length from both ends of bridge including marking

of centre line of alignment, taking ground level details of

existing structures, details of all manholes, catchpits, pipeline,

valves, light poles, trees, over head electrical lines, BSNL

section pillar/box, Torrent electrical boxes, PMT including

number marked on them, road dividers, foot paths, etc.within

construction area and additional areas/lengths if required.

Rateincludes fixing necessary reference pillars, establishing

bench mark, establish foundation layout on ground, including

submissionlongitudinal section, cross section and drawing

report of survey work in three hard colour copies with soft

copy in CD to Engineer-in-charge as directed for flyover and

approaches. Submission of drawing in hard copy and soft copy

as per specifications.

2 220.00 Barricade Each 3,005.00

Portable Barricade in Construction Zone (Installation of a steel

portable barricade with horizontal rail 300 mm wide, 2.5 m in

length fitted on a 'A' frame made with 45 x 45 x 5 mm angle

iron section, 1.5 m in height, horizontal rail painted (2 coats)

with yellow and white stripes, 150 mm in width at an angle of

450, 'A' frame painted with 2 coats of yellow paint, complete

as per IRC:SP:55-2001 )

3 Existing Dismantling

Dismantling the existing structure including removing and

stacking the dismantled materials as and where directed

including all leads and lifts by Engineer in Charge - RCC work

, Rubble/Brick Masonry & Steel work .

150.00 RCC Dismantling Cum 974.66

Dismentaling the existing structure including removing and

stacking the dismentelled materials as and where directed. (A)

750.00 Brick/Stone Dismantling Cum 428.71

Dismentaling the existing structure including removing

andstacking the dismentelled materials as and where directed.

(B)Rubble/Brickk Masonry

2.00 Steel Dismantling MT 1,477.13

Steel work in all types of sections upto a height of 5 m above

plinth level excluding cutting of rivet.

4 2930.00 Road Excavation Cum 114.44

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

5 295.00 Earth Filling Cum 137.47

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

6 Carting (Material) Cum

Carting of excavated material such as murrum, earth,

kapachi, gravel, brickbats, kankar, debris, sand, dismantled

material, including loading, unloading, stacking etc. complete

at non objectional place as directed by engineer in charge.

2121.00 a) Lead up to 5 Km. Cum 82.62

707.00 Additional rate for lead above 5 and upto 10 km Cum 120.54

707.00 Additional rate for lead above 10 and upto 15 km Cum 154.08

7 1065.00 GSB Garde-I Cum 2,095.75

Granular Sub-base with Close Graded Material (Table:- 400-1)

By Mix in Place Method (Construction of granular sub-base by

providing close graded material, spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per clause

for grading-I Material

Wet Mix Macadam laying using by Grader (Providing, laying,

spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed

Material by tipper to site, laying in uniform layers with paver

in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired

9 5325.00 Prime coat Sqm 68.48

Providing and laying Prime coat Emulsion asphalt binder @

rate of 7.5 Kg./10 sq.m. of road surface using Emulsion (SS-

1) pressure sprayer etc. complete including cost of Emulsion

10 5325.00 Tack Coat Sqm 12.63

Tack Coat on Bituminous surfaces (Providing and applying

tack coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.20 to 0.30 kg per sqm on the

prepared bituminous surface cleaned with mechanical broom.)

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

11 925.00 Bituminous Macadam(B.M) M.T. 3,585.50

Dense Graded Bituminous Macadam-II (Providing and laying

dense graded bituminous macadam with higher capacity

batch type HMP using crushed aggregates of specified grading,

premixed with bituminous binder @ 4.5 per cent by weight of

total mix and filler, 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.)lete. for Approach and service road

12 12560.00 Semi Dense Bituminous Concrete(S.D.B.C) Sqm 237.69

Providing and laying semi-dense Bituminous concrete using

crushed stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equipped with

electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction and density as per

specification, complete and as per directions of Engineer-in-

25 mm compacted thickness with bitumen of grade VG-30 @

5% (percentage by weight of total mix) and lime filler @ 2%

(percentage by weight of Aggregate) prepared in Batch Type

Hot Mix Plant of 100-120 TPH capacity.

13 330.00 Road Marking Sqm 367.72

Road marking with hot applied thermoplastic paints

withreflectorising glass beads on bitumin surface providing

andlaying a hot applied thermoplastic compound 2.5 mm

thickincluding reflectorising glass beads @ 250gms per sqm

area,thickness of 2.5mm is excluding of surface applied glass

bedsas per IRC:35-2015. The finished surface to be level,

uniformand free from streaks and holes. zebra patta /bump

pattalane/center line/ edge line/cut patta. The white color

markingshould provide liminance coefficinet on cemend road

shalll bemin 130 mcd/m2/lux and Asphalt road shall be min

100mcd/m2/lux during the service life during the day time.

Themarking should meet the performance criteria for night

timereflectivity, wet reflectivity and skid resistance as

mentioned inthe section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

14 375.00 Cat Eye Nos 326.23

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

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro prismatic

lens capable of providing total internal reflection of the light

entering the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height,

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

mm and with minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated cylindrical shanks,

(of diameter not less than 19 +/- 2 mm and height not less

than 30+/- 2 mm) from the body is to be a minimum value of

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

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

adhesive as per manufacturers recommendation and The

color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

15 85.00 Kerb RCC Cum 5,169.14

Providing and casting in situ controlled cement concrete M-30

for Kerb/ kerb blocks including formwork curing and

finishing, complete

16 5.00 Kerb Reinforcement M.T 89,092.95

Providing and fixing in position Fe550D-Fusion Bonded

Epoxy Coating (FBEC) bar reinforement including cutting,

bending and tying complete as per detailed drawings. (A)

R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

17 2.00 Regulatory / Mandatory Sign Nos 4,618.73

Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 60 cms

Dia Circle 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; 3.6mtr long 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 sheeting

18 2.00 Informatory Signs Nos 3,856.90

Providing and fixing sing boards made outof 2mm aluminium

sheet; size 80 x 60cms. rectangleas per thedesign of IRC-67-

1977 pre treated with phospheting process &acid teching;

coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

19 1.00 Cautionary Warning Sign Nos 5,077.27

Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

90 cms. equilateral triangle 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; 3.6mtr long 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 sheeting

20 1.00 Direction (Junction) Sign Nos 21,287.51

Providing and fixing sign boardsmade out of 2mm aluminium

sheet / 4mm ACP (Aluminumcomposite Panel); size 244x122

cms. rectangular as per designof IRC-67-2012. Pre treated

with phospheting process & acidetching; coated with one coat

of epoxy primer and two coats ofbest quality epoxy paint ;

reflectorised with High IntensityPrismatic Grade retro

refiectivesheeting of Type-4 as perASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2Nos.) long stand post of Iron

Angle 75 x 75 x 6mm / 65NBCircular MS Pipe as required and

frame fabricated fromsuitable size iron angle of 50x50x5mm;

painted withbestquality epoxy coatings in black and white

bends. Thedetails 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 CCblockof size 45 x 45 x 60 Cms. for each leg

includingexcavation, curing etc.complete under the

supervision ofengineer in charge. A warranty for 7 years for

theRetroreflective sheeting from original manufacturer & a

certifiedcopy of 3 year outdoor exposure test report from third

partytest lab for the product offered shall be submitted

bycontractor. (B) Class-B Type-4 Retro Reflective sheeting

21 600.00 Kerb Painting Sqm 81.00

Painting Two Coats on New Concrete Surfaces (Painting two

coats after filling the surface with synthetic enamel paint in all

shades on new plastered concrete surfaces)

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

22 1.00 Takti(Marble) Each 1,012.65

Providing and fixing marble slab including engraving and

painting complete.(i) Size 75cm x 60cm x 4cm.

23 Takti Pylon RCC/Reinforcement

Providing and casting RCC pylons as per drawings with

550D[fusion bonded Epoxy coating] TMT reinforcement

including centering,shuttering,scaffolding where necessary

laying,vibrating,curing and finishing complete as directed.

2.00 Concrete M20 Grade Cum 5,266.73

0.40 TMT Reinforcement Fe 550D [Fusion bonded Epoxy coating] MT 89,708.62

24 9000.00 Structural Steel(Height Barrier) Kg 130.52

Structural steel work ( Confirming to IS 4923-1997)

riveted,bolted or welded in builtup for all type sections, in

framedwork, including cutting, hoisting, fixing in position

andapplying a priming coat of approved steel primer

allcomplete as per the structural designs and directions of

Engineer in charge.Column ( 122 x 61 x 3.6mm )

25 150.00 Storm Water Chamber (RCC) Cum 5,169.14

Providing and casting in situ controlled cement concrete M-30

Grade for R.C.C. box, Catch drain and catch pit as per

drawings,perforated at every 15.0m including centering,

shuttering, scafolding where necessary, laying, vibrating,

curing and finishing complete.

26 12.00 Chamber Reinforcement M.T. 89,092.95

Providing and fixing in position Fe550D-Fusion Bonded

Epoxy Coating (FBEC) bar reinforement including cutting,

bending and tying complete as per detailed drawings. (A)

R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

27 844.00 Storm Water Pipe(NP4 Pipe-1600mm Dia) Rmt 10,681.52

Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts including setting

andjoining the pipes in C.M. 1:2 watering and laying (To level

ofslops of I.S. 458 / 1971 Class NP4 of following

internaldiameter. (viii) 1600 mm dia.

28 242.00 Storm Water Pipe(NP4 Pipe-600mm Dia) Rmt 2,706.60

Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts including setting

andjoining the pipes in C.M. 1:2 watering and laying (To level

ofslops of I.S. 458 / 1971 Class NP4 of following

internaldiameter. (iii) 600 mm dia.

Total (Civil Work)

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

Electric Works (B2)

29 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.

543 (e) 1.50 Sq.mm 3 core round PVC sheathed Mtr. 46.46

30 Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or

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

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

Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

85 %.( fittings required LM-79 & LM-80 certificates)(NOTE:

Below description have shown ranges of Wattage capacity of

LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

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

,Light must have 440VAC line supply with over-voltage

(iv) above 90 to 120 watts

56 Cat-lll Ea. 6,566.01

31 providing and erecting Miniature circuit breaker single pole 6A

to 25A suitable to operate on 240 V A.C. system and having

breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark

28 Cat.III Ea. 112.11

32 Providing & erecting 415V MCB Four Pole Switch for Lighting

Load (B curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity

(a) 6 to 32 Amp.

4 Cat.III Ea. 578.73

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

33 Supplying & erecting earth pit of minimum bore dia.150mm

size approved 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 50mm having 80-

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

250 Micron galvanising, connection terminal dia of 12mm 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.

(A)(approved make OEM has to submit test certificate

including value of earth resistance of installation duly

stamped and signed by agency and officer Incharge has to

ensure the value of earthing resistane mentioned in test

Certificate) & 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, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain

moisture for long time Necessary test report must be

submitted by Agency.

2 (a) For Electrical Installation up to 440V in normal soil Ea. 4,591.46

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

34 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 existing trench / pipe of

following size of cables.

543 (E) 3 core 16 Sq. mm Mtr. 143.42

35 Solder less crimping type Aluminium 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.

36 Providing and, fixing heavy duty flange type brass cable gland

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

8 (C) 2 to 4 core 10 Sq. mm Ea. 38.38

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

37 Pole should be flame retardant as per IS 6746.Resin used

shall be UV resistance and pigmented. Pole should be painted

with first coat of epoxy primer and then two coat of highly

weather resistance polyurethen paint to ensure proper

addhesion of the paint.Minimum thickness shall be 80 to

micron.Defelection of the pole shall not exceed more than

10.0 % of the length of the pole for the given load.Pole should

be generally made as per the dimensional data,performance

criteria and some interchagebility features of poles

as per the standard ANSI C123.20 latest version of ASTM D

923/01 including cable termination box with necessory

accessories.The size of pole and type of installation with

foundation , Anchor Base & Internal junction box as per the

manufacturer details and site requirement .

(1) 'A' class frp/grp pole suitable for base plate mounting

28 [E] Overall Length of 7.0 meter, Average thickness : 6mm, Ea 16,640.76

Top/Bottom Outside Dia. 76/193mm +/‐2.Weight of Pole

Kg approx. (Without base) Metal Anchor Base dully frp claded

(Size : 355 Ø * 14mmthk , Mounting hole PCD 300mm * 6 nos.

38 Providing FRP/GRP arm bracket of having 15˚ arm with

mm OD pipe *5 mm thk,1000mm long from pole centre

28 (B) Double arm bracket Ea 2,413.90

39 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 and other with nut and bolt for erecting Bakelite

sheet. Painting the Section Pillar inside and out side with

three tank powder coated paint. section pillar roof should be

without joint with water leakage proof & tested as per IP

test & followed by IS 2147 of

2 (B) 75 X 60 X 45 cm section pillar fabricated from 16 Gauge Ea. 3,595.60

MS Sheet with angle iron legs 45 cm long made from 35 X

X 5 mm thick MS angle.

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

40 4 Supplying & erecting approved make time switch with single Ea. 2,354.31

pole air break contacts suitable for 230 V.15/16A.complete

with self starting motor driven clock ‘ON’ &’ OFF’ automatic

arrangement at any predetermined time during each

hours,With nickel cadmium rechargeable battery backup

erected as directed.

41 Supplying & erecting power contactor ,AC3 duty for time

switch complete erected as per direction Cat III

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

42 543 Making trench in soft soil of suitable width of 90 cm deep for Mtr. 55.55

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

filling the same and making the surface as normal ground.

43 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 cable. below ground /

road surface for enclosing cable

543 (A)50 mm outer dia Mtr. 62.62

44 50 Providing and erecting HOT deep Galvanised iron strip wire 8 Kg. 77.77

45 40 Providing and erecting Pipe type earthing having 150 cms.long Ea. 368.65

and 2.5 cms. dia. galvanised iron pipe with coupling and buch

buried in specially prepared earth pit complete with necessary

8 SWG earth wire.

46 40 For using salt and charcoal / coke as required for pipe type Ea. 171.70

47 Providing and erecting Approved make RCCBs conforming to

IS: 12640 and having sensitivity of 30 mA and Short Circuit

withstand capacity of 10 KA and suitable for operation on

phase and neutral 415V,50Hz. having characteristic of quick

action & tripping with all advance feature & do not incorporate

any electronic component for following Max. rating erected as

4 Cat. III Ea. 2,569.44

48 Supplying and erecting HYLAM sheet on existing angle iron

frame.for following thickness

4 (C) 6mm sq.mtr 1,156.45

49 Providing and erecting Approved make Four pole moulded

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, spreader tinned

copper & complete erected in existing 16 G.M.S. housing.

4 ICS=100% of ICU only Cat III Ea. 6,173.12

Total (Electric Works)

Grand Total (Civil + Electrical)

Grand Total (Civil + Electrical)

I/We am / are willing to carry out the work at ...................................................................................... % above/ below percent (Should be

(A) Total Tendered figures and words) of the estimated rate mentioned above. Amount of my / our

Amount tender works out as under.

(B) Rebate on above tendered amount (if any) ....................% (in figure) Rs......................

(C) Net tendered amount (A - B) Words)

(* Please strike out whichever is not applicable)

1 All work shall be carried out as per public works Department Handbook and

2 All thespecifications

columns is Schedule of Division shouldor as bedirected.

filled in ink and the total of the entries

3 Rates last column include should be struck

clearance of siteby (Prior

commencement under his signature.

its close) in all respects and hold good for work under all conditions, site,

Development of Approach Road on Both Side of Underpass & Road towards Porbandar Highway to Underpass in Lieu of L.C. No.- 74 on Porbandar to

Kanalus section km 956/956/1-957/956/4 at Narsang Tekri Area.

SCHEDULE - B__BILL OF QUANTITY

Item Qty. Amount

Item Description Unit Rate

No. Estimated (Rs.)

4 To be Continued on additional sheets, if found necessary.

5 The Labour Cess shall have to be deducted from payable bill as per prevailing

6 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No.

PARACH / 102008 / 61 / S, Dt. 27/11/2008 attached with tender papers.

Signature of Contractor