Construction of New Road (GNFC cross road to Adjoing to Tavra T.P. Road 2/50 km) Under Bharuch Ankleshwer Urban Development Authority (BAUDA) at Bharuch

Name Of Work : Construction of New Road (GNFC cross road to Adjoing to Tavra T.P. Road 2/50 km) Under Bharuch

Ankleshwer Urban Development Authority (BAUDA) at Bharuch

Bill Of Quntity

Item No. Qty Item Description Unit Amount

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

1 7.50 cut earlier and disposal of unserviceable materials By mechanical means in area Hectare 11514.91

of light jungle

Demolition including stacking of serviceable materilas and disposal of

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

Dismentaling the existing structure including removing and stacking the

dismentelled materials as and where directed. (A) R.C.C. work Cumt. 46.78

Box cutting the road surface to proper slope and camber for making a base for

4 168697.2 road work including removing the excavated stuff and depositing on the road Cumt. 104.21

side slope as directed upto 50Mt.lead.

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

lift and including watering rolling and consolidation of subgrade in layers at

5 24000.00 O.M.C. to required dry density including filling the depression which occur Cumt. 169.44

during the process using power roller 8T to 10T.(E) From Borrow area within

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne.

Laying 900mm dia Reinforced cement concrete pipe NP4 /prestrssed concrete

pipe across road for 20m on first class bedding of granular material in double

row including fixing collar with cement mortar 1:2, backfilling and PCC. (Across

Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing

the spread soil in place with rotavator with 3 per cent slaked lime with

8 7725.00 minimum content of 70 per cent of CaO, grading with motor grader and Cumt. 789.82

compacting with the road roller at OMC to achieve at least 98 per cent of the

max dry density to form a layer of sub base.

Construction of granular Sub base by providing coarse graded material BTMC

200 mm thick in two layers using metal 53mm to 26.5 mm@ 27.5%, aggregate

26.5 mm to 4.75 mm @ 45% and stone dusts 2.36 mm & below @ 27.5% incl.

9 7725.00 spreading in uniform layers with motor grader on prepared surface mixing by Cumt. 1417.52

mix in place method with rotavator at OMC and compacting with vibratory roller

to achieve the desired density complete as per Clause 401.2 Table 400.1.

(Grading-I for subgrade)

Construction of granular Sub base by providing coarse graded material BTMC

200 mm thick in two layers using metal 53mm to 26.5 mm@ 27.5%, aggregate

26.5 mm to 4.75 mm @ 60% and stone dusts 2.36 mm & below @ 12.5% incl.

10 7725.00 spreading in uniform layers with motor grader on prepared surface mixing by Cumt. 1202.91

mix in place method with rotavator at OMC and compacting with vibratory roller

to achieve the desired density complete as per Clause 401.2 Table 400.1.

Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in

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

compacting with vibratory roller to achieve the desired density.

Providing and laying 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, cement content not to

12 7725.00 be less than 150 kg/ cum, optimum moisture content to be determined during trial Cumt. 2088.79

length construction, concrete strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site, laid with a paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Providing and laying of un-reinforced, dowel jointed, plain cement concrete

pavement (concrete Grade M-40) over a prepared sub base with 53 grade cement

@ 440 kg per cum, coarse and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing

13 11845.00 plant as per approved mix design, transported to site, laid with a fixed form or Cumt. 5848.54

slip form paver, spread, compacted and finished in a continuous operation

including cost of contraction, expansion, construction and longitudinal joints,

joint filler, 200 micron separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rods, admixtures as approved, curing compound,

finishing to lines and grades as per drawing.

Providing and fixing in position readymade cement concrete Water Drain

Channel ( 600 x 300 x 100 mm ) M-30 Grade with all labour, material, testing

charge etc. complete as per details in tender specification & as directed by

engineer in charge

Providing and fixing pre-cast concrete L-Shaped kerb stone of gray cement based

15 20000.00 concrete block 60cm length,30cm height and 15cm thick of M250 grade concret Rmt. 486.98

as per approved design and including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Supplying and placing of High Strength interlocking concrete paving block (80

mm thick) of ETA shape (Unipaver) with ISI mark (IS 15658:2006) including

16 12500.00 40mm layer of sand for levelling. Colour specified by the architect/site incharge Sqmt. 939.30

conforming to percentage water absorption not over 6%. Compressive strength

450 Kg/Cum. (For paved shoulder)

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6

mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering

15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand) finished with a

17 200.00 floating coat of neat cement and making channels in cement concrete 1:2:4 mix No 19330.47

(1-Cement :2- Coarse sand :4-stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i) Inside size 900mm x 1200mm

and 1.5M. deep including C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and

Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.

Constructing a brick masonry chamber for Storm Water Drain of PCC base

0.15m thick, length 1.5m, depth 1.5m, bottom width 1.5m and top width 1m with

C. I. manhole cover on top slab of PCC (1:2:4) and water inlet points from Main

18 200.00 carriageway and service road consisting of P.V.C. pipe (10kgf/sqm) of 110mm No. 16187.02

diameter, C. I. Nahni trap and C. I. grating of 100mm diameter complete as per

technical specifications.

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

Pavement Markers made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 –

DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side

19 556.00 and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of No 217.41

the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per manufacturer’s

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

and as directed by Engineer-in-charge.

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

20 2.00 suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy Nos 7213.42

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

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

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

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

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

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

two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per theinstruction of

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

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

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 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

22 8.00 bestquality epoxy coatings in black and white bends. The details of symbol Nos 4618.73

foreach board shall be as per theinstruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Distance Informatory / Destination Sign :-Providing and fixing sign boards made

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

180x120 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

23 5.00 M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / No 20918.11

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 foreach board shall be as per theinstruction of

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

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

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

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 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; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron

24 5.00 angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and No 5906.48

white bends. The details of symbol foreach board shall be as per theinstruction of

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

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5 mm

aluminium sheet / 3 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

25 10.00 of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white No 14085.46

bends. The details of symbol foreach board shall be as per theinstruction of

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

60 Cms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium

sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm 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; 3.3 mtr long stand post of 75 x 75 x

26 5.00 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable No 3666.30

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 originaa 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

Road marking with hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm 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 lane/center line/ edge line/cut patta. The white and

yellow color marking should provide liminance coefficinet on cemend road shalll

be min 130 mcd/m2/lux and Asphalt 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 the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Painting lines, dashes, arrows etc on roads in two coats on new work with ready

mixed road marking paint conforming to IS:164 on bituminous surface, including

cleaning the surface of all dirt, dust and other foreign matter, demarcation at site

and traffic control

Painting two coats of alternate black & white or black & yellow stripes as per the

29 3867.50 direction of engineer-in-charge after filling the surface with synthetic enamel Sqmt. 71.71

paint in all shades on new plastered concrete surfaces

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

30 4.00 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter No 891.53

and paints etc. complete

Overhead Signs - Providing and erecting overhead signs with a corrosion

resistant aluminium alloy sheet reflectorised with high intensity retroreflective

31 sheeting of encapsulated lense type with vertical and lateral clearance given in

clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support

system of aluminium alloy or galvanised steel trestles and trusses of sections and

type as per structural design requirements and approved plans.

31.1 8.20 A) Truss and Vertical Support Tonnes 73962.30

31.2 15.00 B) Aluminium alloy plate for over head sign Sqmt. 555.50

Providing and erecting direction and place identification retroreflectorised sign

asper IRC :67 made of encapsulated lens type reflective sheeting vide clause

801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm

32 10.00 supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly Sqmt. 11431.18

fixed to the ground by means of properly designed foundation with M 15 grade

cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per

approved drawing (Size over 0.9 Sqmt)

Providing and erecting direction and place identification retro-reflectorised sign

asper IRC:67 made of encapsulated lens type reflective sheeting vide clause

801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding

33 3.00 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed Sqmt. 10346.44

to the ground by means of properly designed foundation with M15 grade cement

concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

(Size upto 0.9 Sqmt)

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate

molded body with circular shape,solar powered, LED self illumination in active

mode, 360 degree illumination and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering the lens face in

passive mode. The marker shall support a load of 20000 kg tested in accordance

to ASTM D 4280. The marker should be resistant to dust and water ingress

according to IP 65 standards and should withstand temperatures in the range of

C to 70 C. Color of lighting could be provided in red or yellow (amber) as per

requirement and typical frequency of blinking is 1 Hz. There should be current

34 24.00 losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance No 2088.68

the life of the marker and a full charge should provide for a minimum autonomy

of 50 hours. The height, width and length of the marker shall not be less than

mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be

less than 100 mm respectively. The weight of the marker shall not exceed

Kilograms. Fixing will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based adhesive as per manufacturers

recommendation and complete as directed by the engineer

Flexible Median Marker : Providing and Fixing of Flexible Median Marker that

are made of tough, high impact resistant, injection-molded, thermoplastic body

with property of flexibility to provide high durability. The dimension of Flexible

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 750 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 Flexible Median Marker

and shall be edge protected with no exposed edges which will prevent edge

lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended by

manufacturer and Engineer in charge.

Providing and fixing of powder coating black matt finished MS pipe bollards

made from 100mm O.D. & 7.5 mm thick MS pipe, having length of 1050mm

3mm deep 25mm wide white retro reflective strips, hollow section shall be filled

36 100.00 with cement concrete inclusive of excavated material, grouting with cement No 1515.00

concrete and anchor bar, removal of debris etc. as shown in drawing and

directed by Eng. in charge.

Supplying and Planting with Following specifications. Plants would be in good

condition and of specified height. Condition of plants would be verified at the

time of selection as well delievery. All completed as as directed by engineer in

charge. i). lagerstroemia thorell II- 3.66 mt. Heigthii). Millingtonia hortensis-

3.66 mt. Heigthiii). Azadirchta Indica- 2.13 mt. Heigth

Providing & mixing earth & manure as per specification Filling mixture of earth

& manure in Shrub bed to a minimum depth of 450 mm flooding with water &

leveling etc complete. Providing & Planting as per specification best quality,

38 2500.00 healthy plants of specified species, as per plantation plan approved before Sqmt. 75.75

planting; including maintenance as specified for a period of 12 months after

plantation etc complete. Note: All shrubs to be well grown having specified

heights species should be well-grown as specified.

Excavation for foundation in sand, gravel, clay soft soils and murrum etc.

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for

Plain cement concrete M10 in open foundation complete as per drawing

and technical specifications

Providing and casting in situ controlled cement concrete M-30 for R.C.C.

box, Approach slab & Retaing Wing wall as per drawings including

centering huttering, scaffolding where necessary, laying vibrating, curing

and finishing complete.

Providing and laying Pitching on slopes laid over prepared filter media

42 167.00 including boulder apron laid dry in front of toe of embankment complete as per Cumt. 1051.41

drawing and Technical specifications

Providing and laying rubble for apron (each stone weighing not less than

43 137.70 40 Kg.) including hand packing and filling in the interstices with quarry spall. Cumt. 1041.05

Providing & laying weep hole in Abutments, and returns by using

44 10.00 P.V.C pipe of 100mm including laying in proper grade and jointing the Each 82.57

completed as per detailed specification.

Providing and fixing in position Fe-500D (T.M.T) with anti-corrosive treatment

to TMT reinforcement including cutting, bending, hooking, tying and

welding complete and including forming the cage and lowering it in position.

Construction of precast RCC railing of M30 Grade, aggregate size

not exceeding 12 mm, true to line and grade, tolurence of vertical RCC

post not to exceed 1 in 500, centre to centre spacing between vertical

post not to exceed 2000 mm, leaving adequate space between

vertical post for expansion, complete as per approved drawings and

technical specifications.

Providing G.I. 100 mm. diameter water spouts including necessary iron

gratings as per drawings.

Providing and laying Filter Media 600mm Thick directed at the back of

Abutment, return and wing walls as per detailed specification.

Filling available excavated earth/wethered rock in trenches,sides of

49 4.50 foundations etc. in layers not exceeding 20 cm in depth consolidating each Cumt. 130.39

disposited layer by ramming and watering.

Rebar with Drilling machine including cleaning holes & fixing 12mm

Anchor Bar using Chemical per anchor including all the arrangements and

measures for installing Anchor bar safely at site as per details specified in the

Rupees In Word: Twenty Four Crore Nine Lacs Fourty Four Thousand Four Hundred Seventy Five Rupees Only

I/We am/are willing to carry out the work @ ______________ % 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

Deduct………% below Add………% Above

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

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

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

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Deputy Executive Engineer Divisional Account Officer Executive Engineer

BAUDA BAUDA BAUDA

Bharuch Bharuch Bharuch