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

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

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

in area 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

3 50.00 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 168697.20 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

5 47877.00 at 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 Metre 6231.55

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

(Across utility ducts)

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

8 7725.00 with 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 @

9 7725.00 27.5% incl. spreading in uniform layers with motor grader on prepared Cumt. 1417.52

surface mixing by 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 @

10 7725.00 12.5% incl. spreading in uniform layers with motor grader on prepared Cumt. 1202.91

surface mixing by 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-V)

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,

11 1500.00 laying in uniform layers with paver in sub- base / base course on well Cumt. 1410.87

prepared surface and compacting with vibratory roller to achieve the desired

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 be less than 150 kg/ cum, optimum moisture content to be

determined during trial 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

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

and mixing plant as per approved mix design, transported to site, laid with a

fixed form or 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

14 5,000.00 charge etc. complete as per details in tender specification & as directed by Rmt. 464.60

engineer in charge

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

based concrete block 60cm length,30cm height and 15cm thick of M250 grade

15 20000.00 concret as per approved design and including excavation for fixing in proper Rmt. 486.98

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

Supplying and placing of High Strength interlocking concrete paving block

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

16 12500.00 including 40mm layer of sand for levelling. Colour specified by the Sqmt. 939.30

architect/site incharge 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 floating coat of neat cement and making channels in cement

17 200.00 concrete 1:2:4 mix (1-Cement :2- Coarse sand :4-stone aggregate 20mm No 19330.47

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

18 200.00 from Main carriageway and service road consisting of P.V.C. pipe No. 16187.02

(10kgf/sqm) of 110mm 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

19 556.00 area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 No 217.41

degree. The strength of detachment of 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 500 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-

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

20 2.00 stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame Nos 7213.42

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

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

21 13.00 white bends. The details of symbol foreach board shall be as per Nos 5077.27

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

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 bestquality epoxy coatings in black and

22 8.00 white bends. The details of symbol foreach board shall be as per Nos 4618.73

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

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

M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

23 5.00 65NB Circular MS Pipe as required and frame fabricated from suitable size No 20918.11

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

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

24 5.00 and white bends. The details of symbol foreach board shall be as per No 5906.48

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

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

25 10.00 white bends. The details of symbol foreach board shall be as per No 14085.46

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

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 6mm / 65NB Circular MS Pipe as required and

26 5.00 frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with No 3666.30

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

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

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

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,

28 50.00 including cleaning the surface of all dirt, dust and other foreign matter, Sqmt. 123.13

demarcation at site and traffic control

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

the direction of engineer-in-charge after filling the surface with synthetic

enamel 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 No 891.53

letter and paints etc. complete

Overhead Signs - Providing and erecting overhead signs with a corrosion

resistant aluminium alloy sheet reflectorised with high intensity

retroreflective sheeting of encapsulated lense type with vertical and lateral

31 clearance given in clause 802.2 and 802.3 and installed as per clause

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 supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm,

32 10.00 Nos. firmly fixed to the ground by means of properly designed foundation Sqmt. 11431.18

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 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x

33 3.00 mm firmly fixed to the ground by means of properly designed foundation with Sqmt. 10346.44

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 0 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 losses of less than 20 micro-amperes

34 24.00 at 2.4 V in sleep-charging mode to enhance the life of the marker and a full No 2088.68

charge should provide for a minimum autonomy of 50 hours. The height,

width and length of the marker shall not be less than 10 mm x 100 mm x

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

respectively. The weight of the marker shall not exceed 0.5 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

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 No 271.69

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

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

cement 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

37 1500.00 engineer in charge. i). lagerstroemia thorell II- 3.66 mt. Heigthii). Millingtonia No 202.00

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

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

before planting; including maintenance as specified for a period of

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

39 22.50 excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cumt. 486.77

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

41 136.33 including centering huttering, scaffolding where necessary, laying Cumt. 5105.48

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 Cumt. 1051.41

per drawing and Technical specifications

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

43 137.70 than 40 Kg.) including hand packing and filling in the interstices with quarry 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,

45 13.46 tying and welding complete and including forming the cage and lowering it MT 73217.53

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

46 10.00 vertical post not to exceed 2000 mm, leaving adequate space Rmt. 2127.06

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 foundations etc. in layers not exceeding 20 cm in depth

49 4.50 consolidating each disposited layer by ramming and watering. Cumt. 130.39

Rebar with Drilling machine including cleaning holes & fixing

12mm Anchor Bar using Chemical per anchor including all the

50 25.00 arrangements and measures for installing Anchor bar safely at site as per No 133.32

details specified in the drawing .

Rupees Twenty Four crore Nine lacs Fourty Four Thousand four Hundread Seventy Five 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 Consumption/16/C,

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