CONSTRUCTION OF NEW MINOR BRIDGE ON BOTAD-TAJPAR-PATI-NINGLA ROAD KM 9/400 10/150 10/600 AND 12/300 TA BOTAD DI BOTAD

Name of work :-

Construction of New Minor Bridge on Botad Tajpar Pati Ningala Road Km. 9/400, 10/150, 10/600 and 12/300 Ta.Botad

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Ite Description of item Quantiti Unit Estimated rates Total amount

m es In figure In words. according to

1 Demolition including stacking of servicable materials and 1344.00 Cum 930.36 Rs. Nine

disposal of unservicable materials with all lead and lift (i) Hundred Thirty

RCC work and Thirty Six

2 Excavation for foundation in sand, greval, clay, soft soil and 2449.01 Cum 511.12 Rs. Five

murrum etc. including shorting struting and dewatering as Hundred

necessary and disposing of the excaveted stuff with all lead Eleven and

and lift as directed for all depth Twelve Paisa

3 Excavation in hard rock by dry-wet blasting and chiselling 4214.00 Cum 861.88 Rs. Eight

including dewatering preparing foundation base by proper Hundred Sixty

benching and stepping and disposing of the excavated stuff One and

as Eighty Eight

directed.(A) General blasting Paisa Only

4 Providing and casting in situ controlled cement concrete M- 854.00 Cum 5227.36 Rs. Five

200 for R.C.C. return as per drawings including centering Thousand Two

shuttering, scaffolding where necessary, laying vibrating, Hundred

curing and finishing complete.(A) Height from 0.0 to 5.0 M. Twenty Seven

(1) Piers (2) Abutment (3) RCC return and Thirty Six

5 Providing and casting in situ controlled cement concrete M- 7336.00 Cum 5553.77 Rs. Five

200 for R.C.C. return as per drawings including centering Thousand Five

shuttering, scaffolding where necessary, laying vibrating, Hundred Fifty

curing and finishing complete.(A) Height from 5.0 to 10.0 M. Three and

(1) Piers (2) Abutment (3) RCC return (upto 10 ton) Seventy Seven

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6 Providing and laying wheep holes in abutment and returns by 1924.00 No 61.47 Rs. Sixty One

using A.C. pipes of 100 mm dia laying in proper grade and and Forty

joining etc. complete as per detailed specifications. Seven Paisa

7 Providing and casting in situ controlled cement concrete M- 302.00 Cum 5307.46 Rs. Five

250 for R.C.C. work in pier cap,abutment cap and dirt wall Thousand

including controlled cement concrete M-250 bed blocks or Three Hundred

pedstals of required size below bearings as per detailed Seven and

drawings, centering, shuttering, scaffolding, wherever Forty Six Paisa

necessary, laying vibating, curing and finishing complete. Only

8 Providing and fixing in position Mild steel dowel bars in pier 80.00 No 341.29 Rs. Thrtee

caps or abutment caps for anchorage in fixed end as per Hundred Forty

detailed drawings including cutting, bending and One and

9 Providing and fixing in position Mild steel dowel bars in pier 80.00 No 399.70 Rs. Three

caps or abutments caps for anchorage in free end as per Hundred Ninty

detailed drawing including cutting, bending and welding Nine and

complete. Seventy Paisa

10 Providing and casting in situ controlled cement concrete M- 1822.00 Cum 5457.74 Rs. Five

250 for R.C.C. solid slab including centering, scaffolding, Thousand

curing and finishing complete. Four Hundred

11 Providing and casting in situ controlled cement concrete M- 208.00 Cum 4869.02 Rs. Four

200 for Kerb/ kerb blocks including formwork curing and Thousand

finishing, complete Eight Hundred

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m es In figure In words. according to

12 Construction of un-reinforced, dowel jointed, plain cement 881.00 Cum 6463.79 Rs. Six

concrete pavement over a prepared sub base with 53 grade Thousand

cement @ 410 kg per cum, coarse and fine aggregate Four Hundred

conforming to IS 383, maximum size of coarse aggregate not Sixty Three

exceeding 25 mm, mixed in a batching and mixing plant as and Seventy

per approved mix design, transported to site, laid with a fixed Nine Paisa

form or slip form paver, spread, compacted and finished in a Only

continuous operation including provision of contraction,

expansion, construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as approved,

curing compound, finishing to lines and grades as per

13 Providing and placing in position FE 415 TMT bar 324.80 MT 73858.70 Rs. Seventy

reinforcement for following items including cutting bending Three

hooking and tying complete as per detailed drawing.For Thousand

Fifty Eight and

14 Providing PVC100 mm diameter water spouts includinmg 88.00 No 159.37 Rs. One

necessary iron gratingsd as per drawings Hundred Fifty

15 Providing 12 mm thick pre moulded asphalt filler joints as per 526.00 Sqmt 703.53 Rs. Seven

drawings. Hundred Three

and Fifty Three

16 Providing and laying filter media 600mm thick as directed at 1924.00 Sqmt 1239.36 Rs. One

the back of the abutment returns and wing walls as per Thousand Two

detailed specifications. Hundred Thirty

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17 Providing and laying rubble aproan ( each stone weight not 156.00 Cum 1083.82 RS. One

less than 40 kg) including hand packing and filled in the Thousand

interstices with quarry spall Eighty Three

18 Filling available excavated earth (excluding rock) in 6663.01 Cum 136.92 Rs. One

trenches. plinth, sides of foundations etc. in layers not Hundred Thirty

exceeding 20 cm. in depth consolidating each Six and Ninty

disposited layer by ramming and watering. Two Paisa

19 Numbering the C.D. work with approved paint including all 8.00 No 58.81 Rs. Fifty Eight

materials for painting etc. complete. and Eighty

20 Earthwork for embankment including breaking clods, dressing 17411.08 Cum 232.49 Rs. Two

with all lead and lift and including watering rolling and Hundred Thirty

consolidation of subgrade in layers at O.M.C. to required dry Two and Forty

density including filling the depression which occur during the Nine Paisa

process using power roller 8T to 10T.(B) From Borrow area Only

within 0.5KM. lead

21 Providing and Laying compacted W.B.M. 100 mm thick of 1198.00 Cum 1732.15 Rs. One

machine crushed B.T. metal of size 40 to 63 mm including Thousand

spreading using 25 % sand as filler in one layers of 100 mm Seven

including spreading, watering and consolidation using Hundred Thirty

vibratory roller etc. complete. Two and

22 Providing and laying wet mix macadum (W.M.M.) using 648.00 Cum 1834.16 Rs. One

machine crushed black trap aggregate of 40 to 50 mm size in Thousanad

the material with water OMC in mechanically mix (pug mill) Eight Hundred

carriage of mix material by contractors own tipper to site of Thirty Four

work including laying, spreading and compacting in sub base, and Sixteen

base course on well prepared under base of compacting as Paisa Only

per MOST Specification to achieve the desired density

(Mechanically laid)

Ite Description of item Quantiti Unit Estimated rates Total amount

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23 Cautionary Warning Sign :-Providing and fixing sign boards 8.00 No 5077.27 Rs. Five

made out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand

composite Panel); size 90 x 90 x 90 cms. equilateral triangle Seventy Seven

as per design of IRC-67-2012. Pre treated with phospheting and Twenty

process & acid etching; coated with one coat of epoxy primer Seven Paisa

and two coats of best quality epoxy paint ;reflectorised with Only

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

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m es In figure In words. according to

24 Regulatory / Mandatory Sign :-Providing and fixing sign 8.00 No 4618.73 Rs. Four

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

(Aluminum composite Panel); size 60 cms Dia Circle as per Hundred

design of IRC-67-2012. Pre treated with phospheting process Eighteen and

& acid etching; coated with one coat of epoxy primer and two Seventy Three

coats of best quality epoxy paint ;reflectorised with Micro Paisa Only

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

Ite Description of item Quantiti Unit Estimated rates Total amount

Ite Description of item Quantiti Unit Estimated rates Total amount

m es In figure In words. according to

25 Men at work (Heavy) sign :-Providing and fixing sign boards 8.00 No 12211.91 Rs. Twelve

made out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand Two

composite Panel); size 120cm x90cm rectangular as per Hundred

design of IRC-67-2012. Pre treated with phospheting process Eleven and

& acid etching; coated with one coat of epoxy primer and two Ninty One

coats of best quality epoxy paint ;reflectorised with Micro Paisa Only

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 (2 Nos.) of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy

coatings in black and white bends. the details of symbol or

inscription / numerals 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

Ite Description of item Quantiti Unit Estimated rates Total amount

Ite Description of item Quantiti Unit Estimated rates Total amount

m es In figure In words. according to

26 Hazard Marker Sign :-Providing and fixing sign boards made 8.00 No 3666.30 Rs. Three

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand Six

composite Panel); size 90x30 cms. rectangular as per design Hundred Sixty

of IRC-67-2012. Pre treated with phospheting process & acid Six and Thirty

etching; coated with one coat of epoxy primer and two coats Paisa Only

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

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

27 Construction of 200 mm thick compacted Granular sub base 494.00 Cum 1500.86 Rs. One

( Grade-I , Crushed B T materials of 53 mm to 26.5 mm @ Thousand Five

35 %, 26.5 mm to 4.75 mm @ 45 %, Below 2.36 mm @ 20 % Hundred and

) by providing close graded matrial , mixing in a machanical Eighty Six

mix plant at OMC, carriage of a mix material to work site, Paisa Only

spreading uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to

achieve desire density , complete clause as per

28 Supplying and fixing reinforced concrete heavy duty 120.00 Rmt 3469.25 Rs. Three

nonpressure pipes with collars for culverts carrying heavy Thousand

traffic as per IS 458-1991 specifications including setting the Four Hundred

pipes in C.M. 1:2 watering and laying (to level or slopes) of Sixty Nine and

class NP3 of following internal daimeters.(v) 900mm dia. Twenty Five

Ite Description of item Quantiti Unit Estimated rates Total amount

Ite Description of item Quantiti Unit Estimated rates Total amount

m es In figure In words. according to

29 Providing and Laying 20 mm thick mix Seal Surface for patch 114.00 MT 5626.71 Rs. Five

work (paver patta) using B.T. stone aggregate chips at the Thousand Six

rate of 0.66 cum/M.T. as per gradation of MORTH and Hundred

emulsion for tack coat at the rate of 2.50 Kg/10Sqm and Twenty Six

asphalt VG-30 for mixing at 5.09% (i.e.50.90 kg./M.T.) of total and Seventy

mix heating & mixing by continuous batching of drum mix One Paisa

plant and transporting, spreading, laying the same by paver Only

finisher and consolidation with vibratory power roller including

cost of fuel, kerosene, lubricant, labour charges etc. comp.

using contractor's own drum mix plant, necessary

equipments, tools and plants etc. complete.

30 Providing and laying evenly priming coat using low viscocity 2470.00 Sqmt 92.41 Rs. Ninty Two

liquid bituminious emulsion of IS 8887 materials at the rate and Forty One

of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure Paisa Only

sprayer etc complete including the cost of all labour and

31 Diversion Ahead Sign :-Providing and fixing sign boards 16.00 Sqmt 9867.07 Rs. Nine

made outof 2mm aluminium sheet / 4mm ACP (Aluminum Thousand

compositePanel); size 180x60 cms. rectangular as per design Eight Hundred

of IRC-67-2012.Pre treated with phospheting process & acid Sixty Seven

etching; coated withone coat of epoxy primer and two coats of and Seven

best quality epoxypaint ; reflectorised with High Intensity Paisa Only

Prismatic Grade retrorefiective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications ; 3.1 mtr

long stand post (2 Nos.) of IronAngle 50 x 50 x 5mm / 50NB

Circular MS Pipe as required andframe fabricated from

suitable size iron angle of 35 x 35 x 3mm;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 in1:2:4 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 manufact

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Ite Description of item Quantiti Unit Estimated rates Total amount

m es In figure In words. according to

I / AM ARE WILLING TO CARRY OUT THE WORK @______________________________

PERCENT (SHOULD BE WRITTEN IN FIGURES AND WORD) OF THE ESTIMATED

RATES MENTIONED ABOVE AMOUNT OF MY / OUR TENDER WORKS OUT AS UNDER. :-

ESTIMATED AMOUNT______________________ ESTIMATED AMOUNT :_______

PUT TO TENDER Rs.___________________ PUT TO TENDER Rs. :__________

ADD. __________% ABOVE Rs.___________ Deduct. % Below Rs.

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IN WORDS Rs. IN WORDS Rs.

(SIGNATURE OF CONTRACTOR )

1 All the rates quoted shall include the total expenditure inclusive of taxes if any.

2 I / We have reviewed all the terms & conditions of the tender & would undertake to abide by all the tems & Conditions

3 I/We hereby declare that there are & shall be no deviations from the stated terms & conditions contained therein.

4 I/We hereby declare that there are and shall be no deviations from the stated terms in the tender documents.

5 All work shall be carried out as per Public Works Department Handbook and other spcifications of Division or as directed.

6 All the columns in Schedule - B should be filled in ink and the total of the entries in the last column should be struck by the

7 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

8 To be continued on additional sheets, if found necessary.

9 The contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer in charge for

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

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

12 in all RCC item in Rate Analysis standard cement consumtion has been taken as per Govt. G.R.; PRC- 10/2017 Cement

Consumption/16/C Date.11/05/2017 as stated in SOR therefore in RCC items where there is a changes as per actual mix

design the cost of difference of cement consmtion have been deducted from the rate of original item at the rate in input

rate mentioned in all tendar

13 Credit of 70% Materials to be reused and dismenttled materials of amount Rs. 2824430.00 must be recovered from 1st

R.A. bill of Construction

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division