BID DOCUMENTS OF WHITE TOPPING ROAD FOR KARAMSAD ANAND ROAD (PRATAP PAVBHAJI STALL TO RAMDEVPIR TEMPLE) FOR KARAMSAD ANAND MUNICIPAL CORPORATRION

// SCHEDULE - B //

Name of Work :- BID DOCUMENTS OF WHITE TOPPING ROAD FOR KARAMSAD ANAND ROAD (PRATAP PAVBHAJI STALL TO RAMDEVPIR TEMPLE)

FOR KARAMSAD ANAND MUNICIPAL CORPORATRION

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may be Item of Work Unit According to

more or estimated quantities

less In Figure In Word

Clearing and grubbing road land including uprooting rank vegetation, Rupees Thirty Four

grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of Thousand Eight

1 2.00 stumps of trees cut earlier and disposal of unserviceable material. [D] By 34889.38 Hundred Eighty Nine Hec

mechenical means in area of light jungle. and Thirty Eight Paisas

Demolition including stacking of serviceable materilas and disposal of

Rupees One Thousand

unserviceable materials with all lead and lift. (i) R.C.C. work

2 67.50 1082.35 Eighty Two and Thirty Cmt

Five Paisas Only

Demolition and disposal of unserviceable materials with all lead and Rupees Six Hundred

3 135.00 lift.(i) Lime concrete. 623.02 Twenty Three and Two Cmt

Demolition of Brick work and stone masonry including stacking of Rupees Five Hundred

4 27.60 serviceable materilas and disposal of unserviceable materials with all lead 562.89 Sixty Two and Eighty Cmt

and lift.(ii) In Cement Mortar. Nine Paisas Only

Dismentaling tiled of stone floors laid in mortar including stacking of

Rupees Forty Nine and

5 2500.00 serviceable materilas and disposal of unserviceable materials with all lead 49.12 Sqm

Twelve Paisas Only

Box cutting the road surface to proper slope and camber formaking a Rupees One Hundred

6 11260.00 base for road work including removing the excavatedstuff and depositing 109.41 Nine and Forty One Cmt

on the road side slope as directed upto50Mt.lead. Paisas Only

Carting of debris, ruff kota ston, earth or any wastage material on site

Rupees Seventy Six and

7 11260.00 including loading, unloading within Vidhyanagar nagarpalika area as 76.64 Cmt

Sixty Four Paisas Only

directed by engineer - in- charge. 3.00 KM LEAD

Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of Rupees One Hundred

8 798.00 subgrade in layers at O.M.C. to required dry density including filling the 177.91 Seventy Seven and Cmt

depression which occur during the process using power roller 8T to Ninety One Paisas Only

10T.(E) From Borrow area within 3.0KM. lead

Providing, Laying, spreading and compacting graded stone aggregates

150 mm compacted thick wet mix macadam [using B.T. M.C. aggregates -

Stone dust below 2.36 mm size (22.5%) - 1.32 times loose volume / Cmt. Rupees One Thousand

of compacted volume], as per M.O.R.T. & H. specification including Two Hundred Eighty

premixing the material with water at OMC in mechanical mix plant, Two and Fifty Five

carriage of mixed material by tippers to site, laying in uniform layers with Paisas Only

paver / mortar grader in sub base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.

Construction of dry lean cement concrete Sub-base over a prepared sub-

grade with coarse and fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1, Rupees Two Thousand

cement content not to be less than 150 KG/Cum, optimum moisture Eight Hundred Sixty

content to be determined during trial length construction, concrete Three and Forty Two

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, Paisas Only

transported to site, laid with a concrete sensor paver method,

compacting with 8-10 tonne vibratory roller, finishing and curing etc.

Construction of M40 Grade Thine White Topping With Plain Cement

Concrete pavement over existing surface with approve grade cement @

440 kg per cum and as per IRC SP - 76, Coarse and Fine aggregate

confirming to IS 383, maximum size of fine aggregate not exceeding

mm, mixed in a batching and mixing plant as per approved mix design,

11 3990.00 8985.97 Hundred Eighty Five Cmt

transported to site, laid with a fixed form or slip from, spread, compacted

and Ninety Seven Paisas

and finished in a continuous operation including provision of contraction

joint, joint filler, sealant primer, joint sealant, admixtures as approved,

curing compound, finishing to lines etc. and grades as per drawing.

Providing Mild Steel reinfircement for R.C.C. work including bending

Rupees Sixty Three and

12 6209.28 binding, and placing in position complete upto floor two level. Dowel 63.63 Kg.

Sixty Three Paisas Only

bars with 300mm length plastic sheath with closed end cover

Providing T.M.T. Bar FE 500D. reinforcement Kgs. for R.C.C.work Rupees Seventy Seven

13 4811.84 including bending, Binding and placing in postion complete upto floor 77.29 and Twenty Nine Paisas Kg.

two level.(upto 10 ton) Only

Providing, Supply and install non-woven geotextile separation sheet,

Rupees Ninety and

14 5986.00 (specify weight in GSM and material type), including all necessary 90.90 Kg.

Ninety Paisas Only

overlaps and securing pins as per directed by engineer in charge.

Saw cutting, H/3 mm depth, in pannel size of 1.25m x 1.25m for any size

Rupees Thirty Five and

15 31160.00 of Road by saw cutting machine with all complete work 35.35 Rmt

Thirty Five Paisas Only

Providing and casting in situ controlled cement concrete M-200 for Kerb/ Rupees Four Thousand

kerb blocks including formwork curing and finishing, complete Eight Hundred Eight

and Thirty Five Paisas

Granite cobbles - Providing and laying cobbles (100*100*50/70mm)

Laying to be done in line and level on bedding sand of 50 mm thick

Rupees One Thousand

screed bed compacted and watered. Laying to be as per paving drawing,

17 4000.00 1515.00 Five Hundred Fifteen Sqm

should be completed by proper cutting of blocks where required,

compacting by a suitable vibrating machine and cleaning and jointing in

Kerb- 600x300x125mm

Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of concrete

precast exposed pimple texture finish kerb stones of steel mould

Vaccum wet pressed machine approved make as per approved sample of

any size and any type. Kerbs shall be fixed on the 100mm thk M15 PCC

foundation prepared as per approved design. The rate shall also include

for erecting and fixing the pieces in position, cutting if required, for

complete kerb system with Half Batter /Bullnose/ square Profile type of

18 4000.00 763.56 Hundred Sixty Three Rmt

kerbs including necessary accessories of kerb like radius kerb, angles and

and Fifty Six Paisas Only

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be

fixed as paper joint without any jointing material. However cement

mortar shall be provided at the backside of kerb stone joint. (Sample

must be approved) Cost of excavation, base PCC, side filling shall be paid

in relevent item as directed engineer - incharge. (b) HB/BN/SQ

600x300x125mm. Make VYARA or Equivalent

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff upto

19 270.00 122.94 Twenty Two and Ninety Cmt

Meter lead.(A) Loose or soft soil

Four Paisas Only

Construction Chamber ( 1.00 Mt x 1.00 Mt x 1.50Mt ) with RCC top slab in

1:2:4 mix (1 Cement : 2 Coarse sand : 4 Graded stone aggregate 20mm Rupees Twenty Three

nominal size) foundation concrete 1:4:8 mix , 350mm thick masonery wall Thousand Six Hundred

in C.M 1:6, 15mm thick plaster,vata, with RCC manhole frame & cover etc. Thirty Nine and Five

complete as per direction engineer incharge. Paisas Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2 Rupees Two Thousand

21 150.00 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted 2108.86 One Hundred Eight and Rmt

by vertically vibrated technology of following internal diameter. (iv) 600 Eighty Six Paisas Only

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 1:2 Rupees One Thousand

22 120.00 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted 1462.01 Four Hundred Sixty Two Rmt

by vertically vibrated technology of following internal diameter. (ii) 450 and One Paisas Only

Filling available excavated earth (excluding rock) in trenches. plinth, sides Rupees One Hundred

23 209.00 of foundations etc. in layers not exceeding 20 cm. in depth consolidating 136.92 Thirty Six and Ninety Cmt

each disposited layer by ramming and watering. Two Paisas Only

Road Marking with hot thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot applied

thermoplasic compound 2.5 mm thick including refectorising glass beads

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

applied glass beds as per IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes. Zebra patta/bump Patta Rupees Three Hundred

24 1793.55 lane/Centre line/ edge line/ Cut patta. The White color marking should 367.72 Sixty Seven and Seventy Sqm

provide liminance coefficient on cement road shall be min 130 Two Paisas Only

mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in section-15 of IRC-2015

Supplying and fixing cat eye (Stimsonite) made out from Acrilobeautile

Rupees Three Hundred

sterine injuction high compressed molding with reflectormade of MMC

Seventy Five and

25 2000.00 (prismatic type of size 12cm x 6cm x 2.5cm)provided with bituminous 375.72 Nos

Seventy Two Paisas

adhesive 100g. with each unit forfixing. (High Intensity grade)

supplying and applying rumbble srip road marking with hot applied

thermoplastic paints with reflactorising glass beads on bitumen surface

Rupees One Thousand

providing and laying a hot applied thermoplastic compoumd 8mm thick

One Hundred Three

26 396.00 including reflactorising glass beads @250gms per sqm area , thickness of 1103.93 Sqm

and Ninety Three Paisas

8mm is excluding of surface applied glass beads as per IRC-35 :

The finished surface to be level,uniform and free from streaks and holes.

Cautionary Warning Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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 High Intensity 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 Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

Rupees Five Thousand

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

Seventy Seven and

27 10.00 painted with bestquality epoxy coatings in black and white bends. The 5077.27 Nos

Twenty Seven Paisas

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 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. (B) Class-C Type-11

Retro Reflective sheeting

Direction (Junction) Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM

D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

Rupees Twenty Six

frame fabricated from suitable size iron angle of 50x50x5mm; painted

Thousand Five Hundred

28 10.00 with bestquality epoxy coatings in black and white bends. The details of 26572.09 Nos

Seventy Two and Nine

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

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

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-C Type-11

Retro Reflective sheeting

Facility Informatory Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

x 60 cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity 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 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 Rupees Five Thousand

29 10.00 bestquality epoxy coatings in black and white bends. The details of 5906.48 Nine Hundred Six and Nos

symbol for each board shall be as per the instruction of engineer in Forty Eight Paisas Only

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

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

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-C Type-11

Retro Reflective sheeting.

Regulatory / Mandatory Sign :-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 High

Intensity 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 Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

Rupees Four Thousand

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with

Six Hundred Eighteen

30 10.00 bestquality epoxy coatings in black and white bends. The details of 4618.73 Nos

and Seventy Three

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

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

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-C Type-11

Retro Reflective sheeting.

Hazard Marker Sign :-Providing and fixing sign boards made out of

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

90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr 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

Thousand Six Hundred

31 8.00 coatings in black and white bends. The details of symbol foreach board 3666.30 Nos

Sixty Six and Thirty

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

Route Marker sign :-Providing and fixing sign boards made out of

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

60x45 cm rectangular plus 30x25cm additional plate 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; 3.6 mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35x 35 x 3mm; painted

Rupees Five Thousand

with bestquality epoxy coatings in black and white bends. the details of

32 8.00 5108.58 One Hundred Eight and Nos

symbol or inscription / numerals for each board shall be as per the

Fifty Eight Paisas Only

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

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

STOP Sign :-Providing and fixing sign boards made out of 2mm

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

Octagone 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

33 8.00 and white bends. The details of symbol foreach board shall be as per 7213.42 Nos

Hundred Thirteen and

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

Forty Two Paisas Only

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

Pre cast Bollard-

Providing and fixing triangular/ cylinder modular pre-cast RCC bollard as

per drawing with exposed/ fair finished made in M-30 along with 2-inch

thk High Intensity Reflective Conspicuity Tape of 3M make along the

circumference as per drawing. Bollard is precast with cement concrete of

M-30 grade by providing 6 no of 12 mm dia with tie at every 150mm tor

steel by vibro compaction method using FRP/steel mould for achive

shuttring finish and additional dovels extended in base for fixing in place

or approved by EIC. Sample shall be approved. Approximate size of

Rupees Two Thousand

bollard is 800mm height x 300mm dia with all edges champhered and no

34 150.00 2454.05 Four Hundred Fifty Four Nos

sharp edges. Rate shall be inclusive of concrete, reinforcements as stated

and Five Paisas Only

in the item description, necessary moulds, pouring, placing, compaction,

necessary curing, all accesMahesana SORies required for fixing, with all

taxes, transportation, loading and unloading charges.The rate shall also

include for erecting and fixing the pieces in position etc complete as per

drawing. The rate shall also include the cost of excavation, base PCC M15

grade and finish good, curing, rendering if required etc complete as

directed by engineer in charge.

Providing, Supplying & fixing Cement Precast Saucer Drain of size:

Rupees Three Hundred

mm x 300 mm x 80 mm as per directed by engineer in charge

35 2000.00 331.28 Thirty One and Twenty Rmt

Eight Paisas Only

Total Amount Without GST

Total Amount Without GST

I/We am/ are willing to carry out the work @ _____________ % Above /Below ____________ Percentage (Should be written in Figures and Words) of the Estimated

rates mentioned above amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Tender Rs. 6,77,51,900.00 Tender Rs.

Deduct % Rs. Add % Rs.

Total Rs. Total Rs.

(In Words (In Words

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

4 Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Stamp with signature of contractor City Engineer

Karamsad Anand Municipal Corporation