Construction of Flexible Pavement of 18 (2x9.00) mt Width in 45 Mt. Wide road in draft T.P scheme 102 (Kanad) in Surat Urban Devlopment Area.

Name of Work : CONSTRUCTION OF FLEXIBLE PAVEMENT OF 18(2x9.00)mt Width in 45 MT. WIDE Road in Draft T.P

SCHEME 102 (KANAD) IN SURAT URBAN DEVELOPMENT AREA

MEMORANDUM SHOWING ITEMS OF WORKS TO BE CARRIED OUT:

1) The Schedule B shall be read in conjunction with the Instruction to Bidders, General and Special Conditions of

Contract, Scope of Services and Specifications.

2) The quantities given in the Schedule B are estimated and provisional and are given to provide a common basis for

bidding. The basis of payment will be actual quantities of work ordered and carried out and valued at the rates and prices

tendered in the Schedule B, where applicable and otherwise at such rates and prices as the Engineer may fix within the

terms of Contract.

3) The rates and prices tendered in the Schedule B shall, except in so far as it is otherwise provided under the contract,

include all equipment, construction plant, labour, supervision, materials, erection, maintenance, testing of input material

delivered, profit, taxes and duties together with all general risks, liabilities and obligations set out and implied in the

Contract. The Contractor shall provide all the equipment related to the project.

4) The percentage in schedule ‘B’ must be given in words and figures.

5) The whole cost of complying with the provisions of the Contract shall be included in the items provided in the

Schedule B and where no rates are provided the cost shall be deemed to be distributed among the rates and prices

entered for the related Items of Work.

Item Quantities Item of Work Estimated Rate(Incl. 1% Unit Total Amount

Item Quantities Item of Work Estimated Rate(Incl. 1% Unit Total Amount

No. Estimated but L.C) According to

may be more In Figures In Words estimated

or less Quantities

1 3.35 Clearing and grubbing road land including 28455.09 Rupees Hectare

uprooting rank vegetation. Grass bushes. Twenty Eight

Shrubs, saplings and trees girth up o Thousand

300mm removal of stumps of trees cut Four Hundred

earlier and disposal of unserviceable and Fifty Five And

stacking of serviceable material to be used Paise Nine

of auctioned up to a lead of 1000meters Only

including removal and disposal of top

organic soil not exceeding 150mm in

thickness.(c ) By Mechanical means in area

of light jungle.

2 1.30 Demarkation of road alingment including 2706.50 Rupees Two KM

marking out road line by providing and Thousand

fixing wooden pegs or steel rod of required Seven

size at every 25 M to 50 M. including Hundred Six

excavating trenches ion both sodes of 0.30 And Paise Fifty

m. x 0.30M. including supplying of labours Only

and all materials for every work etc.

3 29562.00 Earthwork in cuting in all sorts of soil and 134.63 Rupees One CU M

soft murrum including conveying and Hundred

spreading the stuff, embankment as and Thirty Four

where directed, from the end of the And Paise

cutting with all required lead and lift. Sixty Three

4 11824.80 Earth work for embankment with 23.12 Rupees CU M

available soil including breaking the Twenty Three

clods,dressing, with all lead and lift And Paise

including watering and consolidation of Twelve Only

sub grade in layers at O.M.C. to required

density as per MOST specification Clause

No- 305 of fifth revision. including filling

the depressions which occur during the

process using power roller 8 T to 10 T.

5 36691.00 Earth work for embankment including 177.91 Rupees One CU M

breaking the clods, dressing, with all lead Hundred

and lift including watering and Seventy Seven

consolidation of sub grade in layers at And Paise

O.M.C. to required density as per MOST Ninety One

specification Clause No- 305 of fifth Only

revision. including filling the depressions

which occur during the process using

power roller 8 T to l0 T.

(B) Embankment with Borrow area Soil

6 9810.00 Providing, laying and spreading of 800.39 Rupees Eight CU M

compacted thickness of 300mm Hard Hundred And

Murrum ( 50mm to 100mm size ) and Paise Thirty

binding material to compact to the Nine Only

required density with 8 - 10 tonne

vibratory roller , 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

7 6384.00 mounted water

Providing, tank fitted

laying and with suitable of

spreading 529.08 Rupees Five CU M

compacted thickness of 200mm Gravel to Hundred

compact to the required density with 8 - Twenty Nine

10 tonne vibratory roller , maintaining the And Paise

required slope & grade during the Eight Only

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 etc completed as per

specification .

8 6228.00 Construction of granular sub-base 200 mm 1047.37 Rupees One CUM

thick by providing machine crushed B.T. Thousand

material satisfying MORT&H specification Forty Seven

(Fifth revision) of grading V including And Paise

spreading in uniform layer with motor Thirty Seven

grader on prepared surface, mixing by mix Only

in place method with rotavator at OMC

and compacting with vibratory roller to

achieve the desired density etc. complete.

9 7112.00 Construction of compacted layer of 1015.05 Rupees One CUM

required thickness with granular sub base Thousand

of river bed material (Grade-III) by Fifteen And

providing close graded material as per Paise Five

gradation of MOST from available and Only

approved source and location of river bed

collecting at stack yard for screening and

maintaining gradation by mixing required

size if required carriage of a mix material

to work site spreading uniform layers

10 7395.00 Providing, laying, spreading and 1200.89 Rupees One CU M

compacting graded stone aggregate to wet Thousand Two

mix macadam (WMM) in two layer as per Hundred And

specification and drawing including Paise Eighty

premixing the Material with water at OMC Nine Only

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 density as per

MORT&H fifth revision clause-

11 29580.00 Providing and applying Bituminous Prime 81.81 Rupees Eighty SQ M

coat on wet mix macadam surface with One And Paise

mechanical sprayer using Bitumen Eighty One

emulsion SS1 Grade @ 7.5 kg/10 per sqm Only

Including preparing surfaces by brushing

with wire brushes for removing caked

mud, all loose dirts, heating the bitumen

etc complete as per specification clause

502 of MoRT & H fifth Revision.

12 5076.00 Providing and laying compacted 75mm 3324.92 Rupees Three MT

thick dense graded bituminous macadam Thousand

in single layer with 60-90 TPH hot mix Three

plant producing an average output of 60 Hundred

tonnes per hour, tack coat at the rate of Twenty Four

2.50 kg/ 10 m2 of Bituminous Emulsion And Paise

RS1 grade, Bitumen Grade VG-30 in mix at Ninety Two

the rate of minimum 4.50% or as per Only

design mix, using crushed aggregates of

grading -II, premixed with bituminous

binder and filler, transporting the hot mix

to work site, laying with a approved self

propelled paving machine equipped with

an electronic sensing device 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.

13 3011.00 Providing and laying 40 mm thick 3803.66 Rupees Three MT

bituminous concrete with 60-90 TPH hot Thousand

mix plant producing an average output of Eight Hundred

60 tonnes per hour, tack coat at the rate Three And

of 2.50 kg/ 10 m2 of Bituminous Emulsion Paise Sixty Six

RS1 grade, Bitumen Grade VG-30 in Only

premixed with minimum bituminous

binder @ 5.40 per cent of mix using

crushed aggregates of grading II and filler

transporting the hot mix to work site,

laying with a approved self propelled

paving machine equipped with an

electronic sensing device 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.

14 28800 Providing and applying asphalt painting by 52.52 Rupees Fifty SQ M

mechanical sprayer on B.T. surface using Two And Paise

bitumen grade Vg-30 at the rate of 5.00 Fifty Two Only

kg/10 Sq.m & spreading stone dust @

0.03 cumt./10 Sqm on painted surface

including operating cost of contractor own

equipment, fuel, lubricants, carting of

required materials all labour and material

cost, preparing surface by brushing with

mechanical broom/compressed air and

finally fanning the cleaned surface with

gunny bags to remove all loose dirts etc.

15 3537.00 Providing and laying hot applied 367.72 Rupees Three SQ M

thermoplastic compound 2.5 mm thick Hundred Sixty

including reflectorising glass beads at 250 Seven And

grams / Sq.mt. area. Thickness of 2.5 mm Paise Seventy

is exclusive of surface applied. Glass beads Two Only

as per I.R.C. 35. The finished surface to be

level uniform and free from streaks and

16 2448.00 Supplying and fixing cat eye (Stimsonite) 375.72 Rupees Three Nos

made out from Acrilo beautile sterine Hundred

injuction high compressed molding with Seventy Five

reflector made of MMC (prismatic type of And Paise

size 12cm x 6cm x 2.5cm) provided with Seventy Two

bituminous adhesive 100g. with each unit Only

for fixing. (High Intensity grade)

17 14.00 Providing and fixing Informatory Signs 3856.90 Rupees Three Nos

made out of 2mm aluminium sheet, size Thousand

80 x 60 cms rectangle, as per the design of Eight Hundred

IRC-67-1977. Pre treated with Fifty Six And

phospheting process and acid etching Paise Ninety

coated with one coat of epoxy primer and Only

two coat of best quality epoxy paint,

refloctrorized with retro reflective

sheeting as per the latest M.O.S.T.

specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

required painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in

charge.The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60 cms for each leg,

including excavation curing etc. complete

under the supervision of Engineer-In-

Charge (B) High Intensity grade.

18 8.00 Regulatory / Mandatory Sign :-Providing 3540.12 Rupees Three Nos

and fixing sign boards made out of 2mm Thousand Five

aluminium sheet / 4mm ACP (Aluminum Hundred Forty

composite Panel); size 60 cms. Dia Circle And Paise

as per design of IRC-67-2012. Pre treated Twelve Only

with phospheting process & acid etching;

coated with one coat of epoxy primer and

two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 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 for each board shall

be as per the instruction 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 7 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. (B) Class-

B Type-4 Retro Reflective sheeting.

19 4.00 STOP Sign :-Providing and fixing sign 6704.36 Rupees Six Nos

boards made out of 2mm aluminium sheet Thousand

/ 4mm ACP (Aluminum composite Panel); Seven

size 90 cms. Octagonal as per design of IRC- Hundred Four

67-2012. Pre treated with phospheting And Paise

process & acid etching; coated with one Thirty Six Only

coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 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 for each board shall be as per the

instruction 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 7 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. (B) Class-B

Type-4 Retro Reflective sheeting.

20 4.00 Give Way Sign :-Providing and fixing sign 3906.19 Rupees Three Nos

boards made out of 2mm aluminium sheet Thousand

/ 4mm ACP (Aluminum composite Panel); Nine Hundred

size 90 x 90 x 90 cms. equilateral triangle Six And Paise

as per design of IRC-67-2012. Pre treated Nineteen Only

with phospheting process & acid etching;

coated with one coat of epoxy primer and

two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 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 for each board shall

be as per the instruction 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 7 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. (B) Class-

B Type-4 Retro Reflective sheeting

21 600.00 Flexible Median Marker : Providing and 271.69 Rupees Two Nos

Fixing of Flexible Median Marker that are Hundred

made of tough, high impact resistant, Seventy One

injection-molded, thermoplastic body with And Paise

property of flexibility to provide high Sixty Nine

durability. The dimension of Flexible Only

Median Marker should not exceed 18.4 cm

in height(including shank height),12.5 Cm

in width. ,0.65 cm in thickness and shank

depth shall be 3.4 cm The body structure

shall be rounded at all its corners and

edges. The plastic used for molding the

Flexible Median Marker should survive

impact load of 5kg continuously for

times at room temperature. The logo of

the manufacturer shall be embossed on

either side of the body in the injection

molding process. The Median Marker shall

have flame like shaped body with,

fluorescent yellow color retro-reflective

sheeting of size not less than 90 Cm

square, with fully reflective micro

prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and

ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflective

sheeting shall be one or both sides of the

22 8.00 Supplying & fixing jumbo bollard sign swiss 5252.00 Rupees Five Nos

style made out of 1.5 m thick C.R.C. sheet Thousand Two

height 188cms. Bottom diameter 30cms. Hundred Fifty

Top diameter 18cms. With direction plate Two Only

of 45cms. Diameter fabricated as per

attacged drawing, pretreated with

phospheting process painted with epoxy

coatings,Reflectorised with retro reflective

sheetings specified by M.O.S.T. latest

specification. (Engineer grade).

23 5920.00 supplying and applying rumbble strip road 1451.37 Rupees One SQ M

marking with hot applied thermoplastic Thousand

paints with reflactorising glass beads on Four Hundred

bitumen surface providing and laying a hot Fifty One And

applied thermoplastic compoumd 8mm Paise Thirty

thick including reflactorising glass beads Seven Only

@250gms per sqm area , thickness of 8mm

is excluding of surface applied glass beads

as per IRC-35 : 2015. The finished surface

to be level,uniform and free from streaks

24 345.00 Earthwork in cuting for gutter in all sorts of 109.41 Rupees One Cum

soil and soft murrum including conveying Hundred Nine

and putting stuff on spoil bank maintaining And Paise

minimum distance of five meter between Forty One

top edge and cutting and toe of spoil bank Only

with all required lead

25 150.00 Supplying and fixing reinforced concrete 3271.56 Rupees Three Rmt

heavy duty non pressure pipes with collars Thousand Two

for culverts including setting and joining Hundred

the pipes in C.M. 1:2 watering and laying Seventy One

(To level of slops of I.S. 458 / 1971 Class And Paise Fifty

NP3 casted by vertically vibrated Six Only

technology of following internal diameter.

26 150.00 Supplying and fixing reinforced concrete 2108.86 Rupees Two Rmt

heavy duty non-pressure pipes with collars Thousand One

for culverts carrying heavy traffic as per IS Hundred Eight

458-1991 specifications including setting And Paise

the pipes in C.M. 1:2 watering and laying Eighty Six Only

(to level or slopes) of class NP3 of

following internal daimeters.(ii) 600mm

27 127.16 Filling available excavated earth (excluding 136.92 Rupees One Cum

rock) in trenches. plinth, sides of Hundred

foundations etc. in layers not exceeding 20 Thirty Six And

cm. in depth consolidating each disposited Paise Ninety

layer by ramming and watering. Two Only

28 5850.00 Finishing wall with weather proof exterior 120.26 Rupees One Sqm

emulsion paint on wall surface (two coats) Hundred

to give an required shape even shade after Twenty And

thoroughly brushing the surface to remove Paise Twenty

all dirt, and remains of loose powdered Six Only

materials.etc complete

29 35.00 Construction of brick masonary circular 8458.75 Rupees Eight No.

chamber avg. 1.3 mt deep As per the Thousand

drawings provided by Engineer in charge Four Hundred

provided with preecast R.C.C perforated Fifty Eight And

cover also providing in side and outside Paise Seventy

plastering of CM 1:3 etc.complete as per Five Only

the drawings provided.

30 94.00 Providing and filling in foundation with 3226.25 Rupees Three CU M

ordinary cement concrete M100 mix and Thousand Two

providing necessary vertical pin headers Hundred

including form work,vibrating, ramming Twenty Six

and curing complete. And Paise

31 48.00 Providing and casting in-situ ordinary 4270.84 Rupees Four CU M

cement concrete M200 mix and providing Thousand Two

necessary pin headers including shuttering, Hundred

scaffolding, laying, vibrating and finishing Seventy And

without V-grooves ( A ) Height from 0.0 to Paise Eighty

5 Mt. Four Only

32 1920.00 Providing and fixing in position (Thermo 73.85 Rupees KG

mechnically Treated bars) TMT Fe500 Seventy Three

reinforcing bars of various diameters for And Paise

the above all RCC works as per detailed Eighty Five

designs and drawings and schedule Only

including cutting, bending, hooking the

bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants,

equipments, supporting as required with

all lifts and leads etc. all complete as per

specification and as directed by Engineer.

33 2600.00 Providing and fixing pre-cast concrete 1767.50 Rupees One Rmt

Median kerb stone of gray cement based Thousand

concrete block 30cm length,77.5cm height Seven

and 20cm thick of M250 grade concret as Hundred Sixty

per approved design and including Seven And

excavation for fixing in proper line and Paise Fifty

level,filling the joint with C:M 1:3 Only

(1cement:3fine sand) etc complete.

34 36.00 Portable Barricade in Construction Zone 3675.39 Rupees Three Nos

(Installation of a steel portable barricade Thousand Six

with horizontal rail 300 mm wide, 2.5 m in Hundred

length fitted on a 'A' frame made with 45 x Seventy Five

45 x 5 mm angle iron section, 1.5 m in And Paise

height, horizontal rail painted (2 coats) Thirty Nine

with yellow and white stripes, 150 mm in Only

width at an angle of 450, 'A' frame

painted with 2 coats of yellow paint,

complete as per IRC:SP:55-2001 )

35 90.00 Carryout soil investigation work including 2020.00 Rupees Two RMT

drilling 150 mm dia bore holes in all sorts Thousand

of soil, ordinary rock and hard rock, upto Twenty Only

maximum depth as mentioned, collection

undisturbed samples and conduction

standard penetration tests alternate at an

interval of 1.5 to 2.0 m depth, conducting

necessary laboratory tests for all type of

classification and determination of soil

parameters if required, including

submission of report in three copies

covering investigation data and

recommendation for SBC and the pile

capacity considering the design criteria, all

per specification.1) The rate is inclusive of

submitting soil investigation report in

three sets in hard copy as well soft

copies.2) The rate is inclusive of all

materials with contractor's labour, tolls

and plants, machineries, as required.3) The

rate is inclusive of all taxes including

services tax. For up to 40Mt. depth.

36 3341.00 Excavation for foundation of structures 501.09 Rupees Five Cum

including existing pavement surfaces Hundred One

including dewatering, shoring and strutting And Paise

as necessary and backfilling the trenches Nine Only

with suitable excavated material in layers

of 15 to 20 cms and disposing of remaining

unsuitable material with all lifts and lead

as directed and preparation of bed for

concreting of foundations etc. complete as

directed by Engineer and as per

specification. Depth up to 3.00m

37 214.00 Providing and laying in situ machine mixed 3226.25 Rupees Three Cum

M-10 grade bedding concrete including Thousand Two

dewatering, shuttering, compacting, Hundred

curing etc. complete true to level and Twenty Six

position as directed by Engineer and as per And Paise

specification. Twenty Five

38 375.00 Providing and laying machine mixed M-30 5084.78 Rupees Five Cum

grade Controlled cement concrete for cast- Thousand

in-situ Foundation for Abutment, Return Eighty Four

wall and Slab as per approved design and And Paise

drawings, with necessary centering, Seventy Eight

shuttering, scaffolding, transporting, Only

placing, compacting by mechanical

vibrators, finishing, curing and casting as

per drawing etc. complete excluding

reinforcement as directed by Engineer and

as per specification.

39 346.00 Providing and laying machine mixed M-30 5428.91 Rupees Five Cum

grade Controlled cement concrete For cast- Thousand

in-situ walls for abutments,R.C.C Returns Four Hundred

as per approved design and drawings, with Twenty Eight

necessary centering, shuttering, And Paise

scaffolding, transporting, placing, Ninety One

compacting by mechanical vibrators, Only

finishing, curing and casting as per drawing

etc. complete excluding reinforcement as

directed by Engineer and as per

40 315.00 Providing and laying machine mixed M-30 5559.27 Rupees Five Cum

grade Controlled cement concrete for Thousand Five

Solid Slab as per approved design and Hundred Fifty

drawings, with necessary centering, Nine And

shuttering, scaffolding, transporting, Paise Twenty

placing, compacting by mechanical Seven Only

vibrators, finishing, curing and casting as

per drawing etc. complete excluding

reinforcement as directed by Engineer and

as per specification

41 216.00 Providing and casting insitu controlled 5360.27 Rupees Five Cum

cement concrete M-30 in RCC Approach Thousand

Slab including formwork, curing and Three

finishing complete. Hundred Sixty

42 251.00 Providing & fixing in position (Thermo 64687.35 Rupees Sixty MT

mechanically treated bars ) TMT Four

Fe415steel bars of various diameters for Thousand Six

all RCC works as mentioned as per detailed Hundred

design & drawings and schedule including Eighty Seven

cutting, bending, hooking the bars, binding And Paise

with 18 SWG GI wires or tack welding and Thirty Five

supporting as required with all lifts and Only

leads etc. complete including cost of all

labour, materials, tools, plants,

equipments etc. all complete as directed

by Engineer and as per specification.

43 180.00 Providing and laying 20 mm thick pre - 611.13 Rupees Six Rmt

moulded asphalt filler joints as per Hundred

drawing and as directed Eleven And

44 905.00 Providing and applying Coal Tar Epoxy 126.25 Rupees One Sqm

protective paint in two coats of DFT 210 Hundred

microns for foundations /concrete Twenty Six

surfaces in contact with soil complete as And Paise

per Specifications and as directed by the Twenty Five

Engineer including all leads and lifts etc. Only

45 90.00 Providing and fixing 100 mm dia. G.I. 536.03 Rupees Five Nos

Drainage spouts, as per MOST Drg. No. Hundred

SD/303 including grating with suitable Thirty Six And

clean out fixtures including all leads and Paise Three

lifts etc. complete as per specification, Only

design & drawings and as directed by

46 6120.00 600mm thick Filter media directed at the 1311.18 Rupees One Sqm

back of abutments, returns and wing walls Thousand

as per detailed specifications. Three

47 2624.00 Weep holes in abutments and returns any 89.20 Rupees Eighty Nos

using A.C. pipe of 100mm Nine And

48 38.00 Providing and laying Machine Mix M20 4481.21 Rupees Four Cum

concrete in Curtain Wall as per detailed Thousand

design and all complete as directed by Four Hundred

Engineer and as per specification. Eighty One

49 360.00 Providing and lying rubble for appron 1083.81 Rupees One Cum

(each stonweighting not less than40 kg) Thousand

including packing and filling in the Eighty Three

interestices with quayy - spalla for 450mm And Paise

thick floor apron and 75m thick flexible Eighty One

50 198.00 Painting Two coat including priming coat 128.62 Rupees One Sqm

on new surface with enamel paint to given Hundred

shade including cleaning the surface of all Twenty Eight

dirt and other foreign matter etc as per And Paise

specification and drawing. Sixty Two

51 109 Supplying and erecting approved make 19772.77 Rupees Nos

Octagonal pole made from HR sheet steel. Nineteen

The pole should be made as per IS. and Thousand

shall be coated with hot dip galvanizing as Seven

per IS 2629/2633/4759, suitable suspend Hundred

local wind speed with integral Junction box Seventy Two

consist of terminal plate of min 6mm And Paise

Hylam sheet, standard profile Seventy Seven

35mmX7.5mm Din-Rail for MCB Mounting, Only

stud type terminal and arrangement for

cable termination to be erected With

Suitable foundation (Included) as per

details given by manufacturer considering

site requirement.

(J) 11 Mtr. Long 90 mm Top X 210 mm

bottom dia, 4 mm thickness with

300mmX300mmX20mm base plate, 4-M24

Bolts and 750mm long with necessary G.I.

J Bolts .Approx Pole weight 192 kg

52 109 Providing 1:2:4 cement concrete 2209.88 Rupees Two Nos

foundation & 70 % PCC from bottom Thousand Two

including excavation for the pole of size 60 Hundred Nine

x 60 x 120 cm. Deep in below ground level And Paise

with plinth of 45 cm x 45 cm(or 45 cm dia x Eighty Eight

45 cm) high upper ground level with Only

necessary curing and finishing in approved

manner. ( for 7.5 & 8/8.5 mtr pole)

53 4 Providing and erecting street light pole 1045.35 Rupees One Nos

bracket comprising main B Class GI pipe of Thousand

4.2 cm/require outside dia. complete with Forty Five And

suitable B Class G.I sleeve tubing of Paise Thirty

approx. 45cms.length and suitable for 76.5 Five Only

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[C]

Three Arm Bracket 1 Mtr

54 105 Providing and erecting street light pole 829.21 Rupees Eight Nos

bracket comprising main B Class GI pipe of Hundred

4.2 cm/require outside dia. complete with Twenty Nine

suitable B Class G.I sleeve tubing of And Paise

approx. 45cms.length and suitable for 76.5 Twenty One

mm / 80mm. / require size pole top having Only

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.

[B] Double Arm Bracket 1 Mtr

55 222 Supplying and erecting LED street light / 6566.01 Rupees Six Nos.

Flood light fittings with High power White Thousand Five

LEDs wattage of 3 Watt and above Hundred Sixty

assembled on single MCPCB, efficiency Six And Paise

more than 130 lm/w and corrosion free One Only

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>

lumens/watt . LED driver efficiency >

%.( 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

(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

56 2800 Making trench in soft soil of suitable width 46.46 Rupees Forty Mtr.

of 90 cm deep for laying cable or locating Six And Paise

the fault all over the run and back filling Forty Six Only

the same and making the surface as

57 1000 Making trench in Hard Murrum / Tar Road 62.62 Rupees Sixty Mtr.

of suitable width of 90 cm or required Two And Paise

depth for laying any size of cable or Sixty Two

locating the fault all over the run and back Only

filling the same and making the surface as

58 1000 Covering of cable with second class bricks 134.33 Rupees One Mtr

or cement tiles laid cover the cable Hundred

crosswise & also on both sides with Thirty Four

covering of 7. 5 Cm. layer of sand above & And Paise

below cable (16 bricks per meter) Thirty Three

59 3456 Providing & laying approved make Double 62.62 Rupees Sixty Mtr.

walled corrugated pipes (DWC) of Two And Paise

polyethylene(conforming to IS 14930 II Sixty Two

)with necessary connecting accessories of Only

same material at required depth in existing

trench for laying of cable. below ground

/ road surface for enclosing cable

(A)50 mm outer dia

60 800 Providing & laying approved make Double 95.95 Rupees Ninety Mtr

walled corrugated pipes (DWC) of Five And Paise

polyethylene(conforming to IS 14930 II Ninety Five

)with necessary connecting accessories of Only

same material at required depth in existing

trench for laying of cable. below ground

/ road surface for enclosing cable

(C)90 mm outer dia

61 285 Providing and erecting XLPE (IS:7098)(I)-88 138.37 Rupees One Mtr.

ISI armoured cable multistrand / Solid Hundred

Aluminium conductor for 1.1 KV. to be Thirty Eight

laid on wall with necessary clamps or in And Paise

existing trench / pipe of following size of Thirty Seven

cables(C) 4 core 10 Sq. mm Only

62 800 Providing and erecting XLPE (IS:7098)(I)-88 151.50 Rupees One Mtr.

ISI armoured cable multistrand / Solid Hundred Fifty

Aluminium conductor for 1.1 KV. to be One And Paise

laid on wall with necessary clamps or in Fifty Only

existing trench / pipe of following size of

cables(A) 4 core 16 Sq. mm

63 2220 Supplying and erecting Flexible PVC 44.44 Rupees Forty Mtr

insulated multi strand multi core 1.1 kv Four And

grade ISI marked copper wires of following Paise Forty

size to be erected as directed. Four Only

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

64 222 Providing and erecting Miniature circuit 270.68 Rupees Two Nos.

breaker single pole 0.5A to 2A system and Hundred

having breaking capacity 10 KA to be Seventy And

erected in existing box. confirming to IS Paise Sixty

8828/1996 with ISI Mark. Eight Only

65 872 Solder less crimping type Aluminium lugs 13.13 Rupees Nos.

conforming to IS suitable for cable of Thirteen And

following size evenly crimped with high Paise Thirteen

pressure tool & connected to switchgear Only

terminals with brass/cadmium plated nut

bolts in an approved manner(B) 10 Sq.mm

66 128 Solder less crimping type Aluminium lugs 15.15 Rupees Nos.

conforming to IS suitable for cable of Fifteen And

following size evenly crimped with high Paise Fifteen

pressure tool & connected to switchgear Only

terminals with brass/cadmium plated nut

bolts in an approved manner.(C) 16/25

67 218 Providing and, fixing heavy duty flange 38.38 Rupees Thirty Nos.

type brass cable gland with rubber ring for Eight And

PVC insulated armoured cable complete Paise Thirty

with out going tails, insulating tape etc for Eight Only

following size of cables.(C) 2 to 4 core

68 8 Providing and, fixing heavy duty flange 47.47 Rupees Forty Nos.

type brass cable gland with rubber ring for Seven And

PVC insulated armoured cable complete Paise Forty

with out going tails, insulating tape etc for Seven Only

following size of cables.(D) 2 to 4 core

69 143 Providing and erecting HOT deep 77.77 Rupees Kg

Galvanised iron strip wire 8 to 16 SWG. Seventy Seven

70 109 Providing and erecting Pipe type earthing 368.65 Rupees Three Nos.

having 150 cms.long and 2.5 cms. dia. Hundred Sixty

galvanised iron pipe with coupling and Eight And

buch buried in specially prepared earth pit Paise Sixty

complete with necessary 8 SWG earth Five Only

71 109 For using salt and charcoal / coke as 171.7 Rupees One Nos.

required for pipe type earthing. Hundred

72 4 Supplying & erecting approved make 3168.37 Rupees Three Nos

Digital time switch having lithium cell 6 Thousand One

years operative and operate battery Hundred Sixty

backup 1 channel day clock with 14 Eight And

memory programme, suitable to operate Paise Thirty

on 240V + 5%, 16A with, floating contacts Seven Only

Minimum switching setup time 1 minimum

& LCD display. Also comprised permanent

ON/OFF switching. Programming switches

& housed in fire proof thermoplastic

enclosure & transparent cover erected as

required with necessary connection

erected as directed.

73 4 Supplying & erecting power contactor ,AC3 2782.55 Rupees Two Nos

duty for time switch complete erected as Thousand

per direction Cat III Seven

(D) 4 pole 440V 40 Amp. Hundred

And Paise Fifty

74 4 Providing & erecting 415V MCB Four Pole 638.32 Rupees Six Nos.

Switch for Lighting Load (B curve) having Hundred

10KA breaking capacity & confirms to IS Thirty Eight

:8828 in existing box having following And Paise

capacity Thirty Two

(b)40 Amp. Cat-III Only

75 4 Supplying & erecting approved make IP 55 13350.18 Rupees Nos

grade Company fabricated Timer Panel of Thirteen

following capacity for switch On-Off street Thousand

lights on time scheduling basis made from Three

16G CRCA sheet duly epoxy power painted Hundred Fifty

inside and outside with hinged doors and And Paise

locking arrangement consisting of suitable Eighteen Only

size of 4 Pole MCB and 4 pole contactor

(cat-III)with analog time switch, auto

manual switch of same make and suitable

input and output Bakelite terminals and

with door earthing approved by Engineer

in charge.(B) 40 Amp

I/We am/are willing to carry out the work at

written in figures and word) of the estimated rates mentioned above. Amount of my/our tender works out as under.-:

Estimated Amount put to tender Estimated Amount put to tender

*(Please strike out which is not applicable)

Note 1. All work shall be carried out as per public work department hand book and other specifications of Division or as

Note 2. Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good

for work under all condition, site, moisture/ weather etc.

Note 3. As per government (G.R building and other construction work welfare cess Act 1966, Labour and employment

development G.R.NO (WA/2004/841/M-3 Dt-30/01/2006 contractor shall have to pay 1 % Construction Cess on every

EXECUTIVE ENGINEER

SURAT URBAN DEVELOPMENT AUTHORITY

SIGNATURE OF CONTRACTOR SURAT