Road Work

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass 18.41 Hect. 28455.09

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

trees cut earlier and disposal of unserviceable materials (B) By mechanical

means in area of light jungle.

2 Box cutting the road surface to proper slope and camber for making a base 23123.70 Cum 106.81

for road work including removing the excavated stuff and depositing on the

road side as directed within all lead and lift.

3 Earthwork for embankment including breaking clods, dressing with all lead 9279.82 Cum 129.53

and lift and including watering rolling and consolidation (A) From Borrow

pits within land width.

4 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 51029.00 Sq.m. 40.61

cm.depth including stacking useful materials on road side and disposing off

remaining stuff.

5 Dismentaling the existing structure including removing and stacking the 2095.75 Cum 908.20

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

6 Construction of compacted 200mm / 150mm thickness granular sub base 12110.60 Cum 1702.62

(Grade-V, Crushed B.T. materials of 53mm to 26.5 mm @ 35%, 26.5 mm

to 4.75 mm @ 50%, Below 2.36 mm @ 15%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to achieve

desire density, complete clause as per

7 Providing and laying 250mm / 75mm thickness Wet Mix Macadam 12400.95 Cum 1752.74

(W.M.M.) (Two layers each) using machine crushed black trap aggregate

of 40mm to 50mm size in the material as per MORTH specification

including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers 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.

8 Providing and laying compacted of specified quarry spall in hard side 5212.00 Cum 1298.07

shoulder including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

9 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 683.00 Cum 3234.91

stone aggregates 40 mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth.

10 Providing & casting in situ controlled cement concrete M-30 for C.C. road 2538.30 Cum 5737.97

including tamping, vibrating, finishing and curing complete. Finishing the

cement concrete road by trimix process inclusive of labour charges for

trimix vacuum dewatering process on cement concrete road by using

vacuum dewatering pump, surface floater, surface vibrator including

channeling & making grooves & rough finish to surface by providing

expansion joints, contraction joint & construction joints with fillings of joints

with asphalt filler as per direction by engineer incharge & as per

specification.

11 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 50.77 M.T. 73243.01

reinforcement including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approach

slab.(D) Wearing Coat.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

12 Cautionary Warning Sign :- Providing and fixing sign boards made out of 221.00 No. 3906.19

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 Micro

Prismatic grade retro reflective sheeting of Type-4 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 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 in 1:2:4 CC block of 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

13 Facility Informatory Sign :- Providing and fixing sign boards made out of 16.00 No. 3990.64

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 80 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 Micro Prismatic

Grade retro reflective sheeting of Type-4 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 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 in 1:2:4 CC

block of 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

the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

14 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out 16.00 No. 3540.12

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

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

reflective sheeting of Type-4 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 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 in 1:2:4 CC block of 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

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

15 STOP Sign :- Providing and fixing sign boards made out of 2mm aluminium 27.00 No. 6704.36

sheet / 4mm ACP (Aluminum composite panel) size 90 cms. Octagonal 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 reflective

sheeting 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 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 in 1:2:4 CC block of 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.

16 Providing and fixing precast C.C. M-150 Indicator stone with necessary 1052.00 No. 343.27

reinforcement as per I.R.C. type design including painting and lettering etc.

complete. (ii) Fixing in C.C. 1:5:10.

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 53.00 No. 1293.39

including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8

including letter and paints etc. complete. (For N.H., S.H. & M.D.R.)

18 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 258.00 No. 3711.75

aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x 50 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 reflective

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

specifications, 3.3 mtr. long stand post of 75 x 75 x 6mm / 65 NB Circular

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

50 x 50 x 5mm; painted with best quality epoxy coatings in black and white

bends. the details symbol or inscription / numerals for each board shall be

per the instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of 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.

19 Hazard Marker Sign :- Providing and fixing sign boards made out of 2mm 106.00 No. 3518.69

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

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 reflective sheeting of Type-4 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 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 in 1:2:4 CC

block of 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.

(B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

20 Tree Guard sign :- Providing & fixing sign board made out of 2mm 200.00 No. 590.98

aluminium sheet / 3mm ACP (Aluminum composite Panel) size 30cms

diameter circle, pretreated with phospheting process and acid etching,

painted with one coat of epoxy primer and two coats of best quality epoxy

paint reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications. 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.

21 Providing and fixing precast C.C. M-150 Hectometer stone with necessary 211.00 No. 356.50

reinforcement as per I.R.C. type design including painting and lettering etc.

complete. (ii) Fixing in C.C. 1:5:10.

22 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 1420.00 Rmt. 3354.21

metal beam crash barrier comprising of 3 mm thick corrugated sheet metal

beam rail, 70 cm above road / ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground / road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam

rail to be fixed on the vertical post with a spacer of channel section 150 x

75 x 5 mm, 330 mm long complete as per clause 811)

23 Route Marker sign :- Providing and fixing sign boards made out of 1.5mm 53.00 No. 3842.20

aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x 45 cm

rectangular plus 30 x 25cm 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 reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and frame 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 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 block of size 45 x 45 x

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.

24 Village Name Sign :- Providing and fixing sign boards made out of 2mm 12.00 No. 6397.43

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

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 reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.3mtr 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 best quality epoxy coatings in black

and white bends. The details of symbol or inscription/letters / 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

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

25 Supplying and applying rumble strip road marking with hot applied 227.00 Sq.m. 1102.92

thermoplastic paints with reflectorising glass beads on bitumen surface

providing and laying a hot applied thermoplastic compound 8mm thick

including reflectorising glass beads @ 250 gms per sqm area thickness of

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

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

26 Road marking with hot applied thermoplastic paints with reflectorising glass 6828.00 Sq.m. 367.72

beads on bitumen 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 color marking should provide luminance coefficient on

cement road shall 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-

27 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 3179.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic 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 and the slope to the base shall be 35 +/-

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 manufacturers recommendation and the color

of the marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

28 Standard Delineator : Providing and fixing of Standard Metal Delineator 134.00 No. 1027.17

consisting of minimum retro reflective unit exposed area of 330 cm2 white

color, full cube corner micro prismatic non-metallic retro reflective sheeting

on each side conforming with IRC 67 2012 and meeting the coefficient of

retro reflection values as per ASTM D 4956 Type XI table specification.

The delineator shall be painted with powder coat of minimum 40 microns

thickness, on top of which retro reflective sheeting shall be pasted on both

sides. The structure shall be manufactured in roll forming process and shall

have height not less than 800 mm above the ground, width not less than

100 mm and shall extend not more than 300mm below the ground while

being installed. height of sheeting should be minimum 150mm whereas

width of sheeting should not be less than 75mm (should be placed every

alternative 15cm).

The front and back faces of the delineator should be curved with a radius

of not more than 200 mm and with delta angle (or central angle of curve)

lying between 20o and 30o, to increase the visibility of the delineator for

vehicles moving in continuous curves. The delineator shall have grooves

across the length to make the reflective sheets vandal-proof. The

delineator is meant for application on gaps in median, traffic islands,

dangerous bends, roundabouts, narrow bridges etc. or as desired by site

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

29 Direction (Junction) Sign :- Providing and fixing sign boards made out of 12.00 No. 21287.51

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 244 x

122 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 reflective sheeting of Type-4 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 50 x 50 x 5mm; 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 in 1:2:4

CC block of 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

30 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 11179.00 Cum 498.94

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

31 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 44.00 Cum 585.37

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed. (B) Depth from 3.0 M. to 6.0 mt. and lead upto

100m. for 10 cum.

32 Providing and casting in situ ordinary cement concrete M-150 for R.C.C. 975.00 Cum 3637.10

Raft and cut-off walls including necessary shuttering, laying, vibrating,

ramming and curing complete.

33 Providing and casting in situ controlled cement concrete M-300 for R.C.C. 2211.00 Cum 5312.86

return as per drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete (A) Height from

0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. return.

34 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 1344.80 Cum 5048.55

return as per drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete (A) Height from

0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. return.

35 Providing and casting in situ controlled cement concrete M-300 for average 135.00 Cum 5388.45

75 mm thick wearing coat laid as directed including tempering, vibrating,

finishing, curing and filling in joints with bituminous complete.

36 Providing RCC Crash barriers of Design mix concrete M-40 mix as per 149.000 Rmt. 5131.54

detailed drawing and design including shuttering, laying, vibrating and three

coats of cement wash and giving a perfect smooth finishing to line and

level etc. complete.

37 Providing and casting in situ ordinary cement concrete M-15 for approach 182.000 Cum 3694.11

slab including formwork, curing and finishing complete.

38 Providing and casting in situ controlled cement concrete M-30 for approach 351.00 Cum 5246.61

slab including formwork, curing and finishing complete.

39 Providing and laying in position I.S.I. Fe-500D T.M.T. bar reinforcement 254.500 M.T. 73858.69

including cutting, bending, hooking and tying complete as per detailed

drawings for the following (A) Piers (B) Abutments (C) R.C.C. Returns.

40 Providing Pre-Moulded Asphalt Filler Joint as per drawings (A) 12 mm 117.00 Sq.m. 703.53

41 Providing P.V.C. 100 mm. diameter water spouts including necessary iron 84.00 Each 159.37

gratings as per drawings.

42 Providing and laying weep hole in abutment and returning by using A.C. 1666.00 No. 84.63

pipes / P.V.C. pipes 100 mm diameter including laying in proper grade and

joining etc. complete as per detailed specification.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

43 Providing and laying Fitter Media 600mm thick directed at the back of 1632.00 Sq.m. 1209.85

abutments, returns and wing walls as per detailed specifications.

44 Providing and laying rubble for apron (each stone weighting not less than 2285.00 Cum 1067.08

40Kg.) including and packing and filing in the interstices with quarry spalls.

45 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of marble 26.00 No. 306.14

stone plate fix in C.M. 1:4 including finishing, engraving letters etc.

46 Providing rubble pitching of 300 mm average thickness including pointing 1678.00 Sq.m. 1051.41

mortar with C.M. 1:3 (1 cement : 3 sand) etc. complete.

47 Numbering the C.D. work with approved paint including all materials for 28.00 No. 58.80

painting etc. complete.

48 Providing Yellow and Black Patta (three coat) including distempering (three 1251.00 89.35

coats) with oil bound distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade, over and including

a priming coat with distemper primer of approved brand and manufacture

after thoroughly brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface even and sand

papered smooth as per instruction of Engineer in charge.

49 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 20.00 Rmt. 6621.26

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 NP4 casted

by vertically vibrated technology of following internal diameter. 1200mm

50 Providing and laying pitching on slopes laid over prepared filter media 13.00 Sq.m. 1051.41

including boulder apron laid dry in front of toe of embankment complete as

per drawing and technical specifications. (Stone / boulder)

51 Excavation for foundation upto 1.5 mt. depth including sorting out and 962.55 Cum 194.04

stacking of useful materials and disposing of the excavated stuff upto all

lead for all sorts of soil.

52 Providing and filling in foundation with ordinary cement concrete M-100 mix 93.15 Cum 3306.84

and providing necessary vertical pin headers including form work, vibrating,

ramming and curing complete.

53 Excavation for pipe in gauge portion including sorting out and stacking of 357.00 Cum 498.94

useful materials and disposing of the excavated stuff upto all lead (A)

Loose or soft soil.

54 Earthwork for embankment including breaking clods, dressing with all lead 3950.88 Cum 173.67

and lift and including watering rolling and consolidation of subgrade in

layers at O.M.C. to required dry density including filling the depression

which occur during the process using power roller 8T to 10T. (E) From

Borrow area within all lead and lift.

55 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 140.00 Rmt. 3469.26

with collars for culverts carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 1:2 watering and laying (to

level of slops) of Class NP3 of following internal diameter. (v) 900mm dia.

56 Diversion Sign board :- Providing and fixing sign boards made out of 2mm 56.00 No. 6798.92

aluminium sheet size 180 x 60cms. rectangle as per the attached drawing

pre treated with phospheting process & acid etching; coated with one coat

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

retro reflective sheeting as per latest MOST specification; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos.) stand post and

frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm painted

with best quality epoxy coatings in black and white bends. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg including

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

charge. (A) Engineer grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

57 Providing and laying bituminous prime coat SS1 emulsion @ 7.50 kg / 10 5880.00 Sq.m. 64.64

sqm. of slow curing emulsion as per MOST specifications including cost of

materials, labours, labour equipment etc. complete.

58 Providing and laying 30 mm thick Bituminous Concrete with B.T. aggregate 309.93 M.T. 4286.15

as per MORT&H and asphalt grade VG-40 for mixing @ 54.00 Kg./M.T. i.e.

5.4% by weight of total mix for tack coat @ 2.50 Kg/10 Sq.m. including

heating and mixing the aggregate and asphalt by continuous of drum mix

plant and hot laid process laying with paver finisher and consolidation with

pneumatic roller and power roller including providing all materials,

equipments, tools and plants, oil, kerosene, firewood, labour charges etc.

complete using contractor's own machineries hot mix plant and paver

finisher etc. complete.

59 Clearing and grubbing road land including uprooting rank vegetation grass 0.84 Hect. 109667.06

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

trees cut earlier and disposal of unserviceable materials (B) By manual in

area of thorny jungle.

TOTAL Rs.

Rs. Fifteen Crore Thirteen lakhs Thirty Four Thousand Fourty Seven and Fourteen Paisa 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 Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. 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 shall be made.

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.

4. 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.

5. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost before

execution as directed and to be approved from the Engineer in charge.

6. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 61,45,913.83 must be recovered

from 1st R.A. bill of Contractor's.

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

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dabhoi (R & B) Sub Division, Dist. (R & B) Division, Dist. (R & B) Division,

Dabhoi Vadodara Vadodara