Construction work of new structure & protection wall at Anida Khajuri Meghapipaliya Road Km. 0/000 To 12/500 Dist. Amreli.

Name Of Work : Construction work of new structure & protction wall at Anida Khajuri Meghapipaliya Road Km. 0/000 To

Bill Of Quantity

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

Sr.no. Description of item Quantities Unit Estimated rates. Total amount

estimated but In figure according to

may be more estimated

or less quantities.

1 Dismentaling the existing structure including removing and stacking the

dismentelled materials as and where directed. (A) R.C.C. work 28.00 Cu.m. 930.35

2 Dismantling of Flexible Pavements Bituminous course (Dismantling of flexible

pavements and disposal of dismantled materials up to a lead of 1000 5.00 Cu.m. 403.74

metres, stacking serviceable and unserviceable materials separately) by Mechanical

Dismantling of Flexible Pavements Granular courses (Dismantling of flexible

pavements and disposal of dismantled materials up to a lead of

metres, stacking serviceable and unserviceable materials separately) by Mechanical 23.00 Cu.m. 92.92

4 Removing all type of hume pipes and stacking within a lead of 1000 metres

including earthwork and dismantling of masonry works. 20.00 Rmt. 216.64

5 Excavation for foundation in sand, greval, clay, soft soil and murrum etc. including

shorting struting and dewatering as necessary and disposing of the excaveted stuff

with all lead and lift as directed for all depth 1777.00 Cu.m. 511.11

6 Providing and filling in foundation with ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete. 258.00 Cu.m. 3345.58

7 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft and

cutt-off walls including necessary shuttering laying, vibrating, ramming and curing 17.00 Cu.m. 4620.44

8 Providing and casting in situ controlled cement concrete M-250 for R.C.C. return as

per drawings including centering shuttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.(A) Height from 5.0 to 10.0 M. (1) Piers 140.00 Cu.m. 5660.04

(2) Abutment (3) RCC return (4) Key Wall

9 Providing and laying wheep holes in abutment and returns by using A.C. pipes of

mm dia laying in proper grade and joining etc. complete as per detailed

specifications.

10 Providing and casting in situ controlled cement concrete M-250 for R.C.C.

work in pier cap,abutment cap and dirt wall including controlled cement

concrete M-250 bed blocks or pedstals of required size below bearings as per 14.00 Cu.m. 5413.18

detailed drawings, centering, shuttering, scaffolding, wherever necessary, laying

vibating, curing and finishing complete.

11 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps

for anchorage in free end as per detailed drawing including cutting, bending and

welding complete.

12 Providing and casting in situ controlled cement concrete M-250 for R.C.C. work

in superstructure including centering, shuttering scaffolding, ramming, vibrating 33.00 Cu.m. 5896.82

curing and finishing complete. supersturcture. (I) slab

13 Providing and casting in situ ordinary cement concrete M-200 forKerbs/Kerb blocks

including formwork, curing and finishing complete. 4.00 Cu.m. 4364.80

14 Providing and casting in situ controlled cement concrete M-300 for average 75 mm

thick wearing coat laid as directed dincluding tamping, vibrating, finishing, 10.00 Cu.m. 5512.01

curing and filling in joints with bitumen complete (400-360 = 40kg => 40*5.234 =

15 Providing and laying in position FE 500D TMT bar reinforcement including cutting,

bending, hooking and tying complete as per detailed drawings for the following.(A) 3.80 MT 73858.69

Piers (B) Abutments (C) R.C.C. Returns (more than 10 ton)

16 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings

as per drawings. 7.00 Nos. 159.36

17 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 14.00 Sq.m. 703.52

18 Providing and laying - Fitter Media 600mm thick directed at the back of abutments,

returns and wing walls as per detailed specifications. 1008.00 Sq.m. 1239.35

19 Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating 91.00 Cu.m. 136.91

each disposited layer by ramming and watering.

20 Numbering the C.D. work with approved paint including all materials for painting

etc. complete. 2.00 Nos. 58.80

21 Earthwork for embankment including breaking clods, dressing with all lead and lift

including watering, rolling and consolidation of sub grade in layer and consolidation

of sub grade in layers at OMC to required dry density, filling the depressions which

occur during the process using power roller 8T to 10T & also preparing the slope

and camber (C) From Borrow area within 30.0 Km.lead (with minimum 10% CBR)

22 Providing flood gauge marks on substructure as per design including painting

complete. 2.00 Rmt 156.33

23 Constuction of Sub Granular Sub base(Grade-i) 150 mm Thick by providing close

graded materials, Mixing in mechanical mix plant at OMC, Carriage of mixed

material to work site, Spreading in uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve the desired density,

complete as per clause -

24 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 67.99 Cum. 827.19

layers with grader in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density.

25 Construction of plain, un-reinforced, dowel-jointed cement concrete pavement

over prepared sub-base, using 53-grade cement @ 410 kg/m³, coarse & fine

aggregates conforming to IS:383 (max coarse agg. 25 mm), mixed in batching plant,

transported to site, laid using fixed/manual formwork, compacted and finished with

hand/portable equipment, provision for 21.50 Cum. 6735.39

contraction/expansion/construction/longitudinal joints, dowel bars, tie rods, joint

filler, debonding strip, sealant primer, joint sealant, approved admixtures, curing,

finishing to lines and grades as per drawings and directions of Engineer-in-Charge.

26 Providing and fixing in position FE 500D TMT bar reinforement including cutting,

bending and tying complete as per detailed drawings. (A) R.C.C. Kerb.(A) Solid Slab,

(B) R.C.C. Approch slab. (C) Wearing Coat.

27 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr 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 2.00 Nos. 3518.68

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

28 Cautionary Warning Sign :-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 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 2.00 Nos. 3906.18

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

29 Providing and casting in situ controlled cement concrete M-200 for R.C.C. Retaining

wall as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1) 2513.00 cum 5227.36

30 Providing and laying in position FE 500D TMT bar reinforcement including cutting,

bending, hooking and tying complete as per detailed drawings for the following.(C)

R.C.C. Retaining wall

31 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 watering. 224.00 cum 136.96

32 Earthwork for embankment for subgrade including breaking clods, dressing with all

lead and lift including watering, rolling and consolidation of sub grade in layer and

consolidation of sub grade in layers at OMC to required dry density, filling the 882.00 Cum 361.58

depressions which occur during the process using power roller 8T to 10T & also

preparing the slope and camber (C) From Borrow area within 20.0 Km.lead (with

33 Constuction of Sub Granular Sub base(Grade-VI) 200 mm Thick by providing close

graded materials, Mixing in mechanical mix plant at OMC, Carriage of mixed

material to work site, Spreading in uniform layers with motor grader on prepared

surface and compacting with vibratory power roller to achieve the desired density,

complete as per clause -

34 Supplying , stacking, spreading , rolling and watering hard murrum as directed for

side shoulder as directed with 50 km lead.(RA) 52.00 Cum 714.07

35 Providing and applying Primer Coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.75kg/sqm on prepared surface of granular base including

clearing of road surface using mechanical brooms.

36 Providing and Laying 20 mm thick mix Seal Surface using B.T. stone aggregate chips

at the rate of 0.66 cum/M.T. as per gradation of MORTH and emulsion for tack coat

at the rate of 2.50 Kg/10Sqm and asphalt VG-30 for mixing at 5.10% (i.e.51.00

kg./M.T.) of total mix heating & mixing by continuous batching of drum mix plant

and transporting, spreading, laying the same by paver finisher and consolidation 26.00 MT 4774.27

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.

37 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 watering and laying

(To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated 15.00 Rmt 3271.57

technology of following internal diameter. (v) 900 mm dia.

38 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 180x60 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-4

as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2

Nos.) of Iron Angle 50 x 50 x 5mm / 50NB 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 2.00 Nos. 9867.08

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

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

39 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 120cm x 90cm 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-4

as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post (2

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

fabricated from suitable size iron angle of 50x50x5mm; painted with bestquality

epoxy coatings in black and white bends. the details of symbol or inscription / 2.00 Nos. 9148.16

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 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

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate mentioned

above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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

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

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

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.

All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

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

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

moisture, weather etc.

The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978 and

G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor

In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be added /

deducted from rate of original item at the rate of star rate mentioned in the tender.

For earthquake resistance provision the works shall be carried cut as per the intruction of Engineer in charge.

The other conditions of Schedule "B" will remain unchanged.

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Diversion Credit Amount 5,34,600.00 Recovered From First R.A Bill

Deputy Executive Engineer Executive Engineer

R & B Sub Division -01 (R & B) Division