Widening and Strengthening of Tandi Link Road (S.H.) Km. 0/00 to 1/00 Ta. Jhalod Dist. Dahod

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation, 0.42 Hect. 28455.10

grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal

of stumps of trees cut earlier and disposal of unserviceable material.

(C) By mechanical means in area of light jungle.

2 Earthwork in cuting in all sorts of soil and soft murrum including 972.00 Cum 137.33

conveying and spreading the stuff, embankment as and where directed

within 200meters from the end of the cutting with all required lead and

3 Rolling of earthwork in layers with power roller including filling in 972.00 Cum 13.43

depressions which occur during the process.

4 Box cutting the road surface to proper slope and camber for making a 1792.00 Cum 112.02

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto all lead and lift.

5 Scarifying existing bituminous surface to a depth of 50 mm by 2625.00 Sq.m. 6.17

mechanical means hydraulic excavator (scarifying the existing

bituminous road surface to a depth of 50 mm and disposal of scarified

material with in all lifts and lead upto 1000 metres)

6 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 750.00 Sq.m. 42.60

cm.depth including stacking useful materials on road side and

disposing off remaining stuff.

7 Construction of 100 mm thick compacted Granular Sub Base by 544.00 Cum 1612.58

providing GSB grade-I coarse graded material B.T.M.C. using metal

53mm to 26.5 mm@ 35%, aggregate 26.5 mm to 4.75 mm @ 45% and

stone dust 2.36 mm below @ 20% including spreading in uniform

layers with motor grader on prepared 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.

8 Construction of 100 mm thick compacted Granular Sub Base (Grade- 436.00 Cum 1596.92

IV, Crushed B.T. material of 26.5 mm to 9.5 mm @ 64%, 9.5 mm to

4.75 mm @ 11%, Below 4.75 mm @ 25%) by providing close graded

material mixing in mechanical mix plant at OMC carriage of material to

work site spreading in uniform layers with mortar grader on prepared

surface and compacting with vibratory power roller to achieve desired

density complete as per clause 401-MORTH.

9 Providing and laying 200 mm thick Wet Mix Macadam (WMM) in two 848.00 Cum 1659.64

layer of 100 mm using machine crushed black trap aggregate of 40 to

50 mm size in the material with water OMC in mechanically mix (pug

mill) carriage of mix material by contractor's own tipper to site of work

including laying, spreading and compacting in sub base, base course

on well prepared under base of compacting as per MOST specification

to achieve the desired density (Mechanically laid).

10 Providing and spraying of priming coat using slow setting asphalt 4950.00 Sq.m. 63.53

emulsion (SS-1) on Water Bound macadam / Wet mix Macadam at the

rate of 7.50 kg per 10 sqm. complete including cleaning the surface

with all cost of labour & material.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

11 Providing and laying 50 mm thick Bituminous Macadam B.T. aggregate 599.00 M.T. 2963.65

as per MORT&H specification and bitumen grade VG-30 for mixing @

34 Kg./Mt. i.e. 3.40 % by weight of total mix including heating and

mixing the aggregate & asphalt in continuous drum mix plant and

spreading the same by sensor paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plant, fire wood, oil, kerosene, labour charges etc. complete using

contractor’s own machinery drum mix plant & paver finisher etc.

12 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 298.90 M.T. 3540.96

with B.T. aggregate as per MORTH gradation and asphalt grade VG-30

for mixing @50.00 KG. / M.T.i.e. 5.0% by weight of total mix 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 roller as per MORTH specification to achieve desire

density, including cost all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using contractor's

own machineries drum mix plant and paver finisher etc. complete.

13 Providing and fixing precast Rubber Dye / steel Dye inter locking 1000.00 Sq.m. 702.02

concrete block 60mm thick with grade of concrete M-300 pneumatic

compressed / vibrated mechanically and as per approved design

confirming to IS 15658 : 2006 including 35 mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidelines

of IRC : SP 63-2018 etc. complete.

14 Providing 100 mm thick compacted side shoulder of Quarry Spaull on 80.00 Cum 433.40

road site including collection of material spreading, rolling of watering

etc. complete as directed.

15 Excavation in Soil by Manual Means (Excavation for roadway in soil 150.00 Cum 258.01

using manual means including loading in truck for carrying of cut earth

to embankment site with all lifts and lead upto1000 metres)

16 Dismantling of Cement Concrete Pavement (Dismantling of cement 50.00 Cum 744.37

concrete pavement by mechanical means using pneumatic tools,

breaking to pieces not exceeding 0.02 cum in volume and stock piling

at designated locations and disposal of dismantled materials up to a

lead of 1000 metres, stacking serviceable and unserviceable materials

separately)

17 Construction of M-15 Dry Lean Cement Concrete (200mm thick) Sub- 100.00 Cum 3088.58

base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding

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

Concrete Sensor paver or conventional method, compacting with 8-10

tonnes vibratory roller, finishing and curing etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

18 Construction of un-reinforeced, dowel jointed, plain cement concrete 100.00 Cum 8477.94

pavement (200 mm thick) M-40 over a prepared sub base with approve

53 grade cement @ 380 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 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 provision of contraction, expansion, construction and

longitudinal joints, joint filler separation membrane, sealant, debonding

strip, dowel bar, tie rod, admixtures, Ultrafine GGBS, PolyPropylene

fiber as approved, curing compound, finishing to lines and grades as

per drawing.

19 Road Marking with hot thermoplastic paints with reflectorising glass 311.60 Sq.m. 367.73

beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250 gms per sqm area, thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The white color marking

should provide luminance coefficient on cement road shall be min

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 section-15 of IRC-2015.

20 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 216.00 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 +/- 5 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

Engineerin-charge.

21 Cautionary Warning Sign :- Providing and fixing sign boards made out 15.00 No. 5077.27

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 Micro Prismatic grade retro reflective sheeting 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 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 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

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

22 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 4.00 No. 4618.73

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 reflective sheeting 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

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

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

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

23 STOP Sign :- Providing and fixing sign boards made out of 2mm 6.00 No. 7213.42

aluminium 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-11 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

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

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.

24 Distance Informatory / Destination Sign :- Providing and fixing sign 3.00 No. 20918.11

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

composite panel) size 180 x 120 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-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

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 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

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

25 Village Name Sign :- Providing and fixing sign boards made out of 2.00 No. 6313.51

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

90 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-11 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 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

26 Route Marker sign :- Providing and fixing sign boards made out of 4.00 No. 5108.58

1.5mm 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-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 35x 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 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

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.

27 Hazard Marker Sign :- Providing and fixing sign boards made out of 4.00 No. 3666.30

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

x 30 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-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

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

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

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

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

28 Tree Guard sign :- Providing & fixing sign board made out of 2mm 50.00 No. 531.26

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 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

29 Flexible Median Marker : Providing and fixing of Flexible Median 4.00 Each 271.69

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 5 kg 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.

30 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting 10.00 Rmt. 4145.04

a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long

complete as per clause 811)

31 Providing and fixing Hectometer as per I.R.C. type design including 8.00 No. 356.50

painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10.

32 Providing and fixing ordinary Kilometer stone of approved hard stone 4.00 No. 891.53

as per I.R.C. type design in C.C. 1:4:8 including painting and lettering

etc. complete (For N.H., S.H. and M.D.R.)

33 Excavation for foundation in sand, gravel, clay soft soils and murrum 28.20 Cum 523.28

etc. including shoring, strutting dewatering as necessary and disposing

of the excavated stuff as directed. (A) Depth upto 3.0 mt.

34 Providing and filling in foundation with ordinary cement concrete M-100 8.04 Cum 3207.71

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete

35 Providing and casting in situ ordinary cement concrete M-150 for 53.53 Cum 3651.84

R.C.C. Raft and cut-off walls including necessary shuttering, laying,

vibrating, ramming and curing complete.

36 Supplying and fixing reinforced concrete heavy duty non-pressure 12.00 Rmt. 5516.63

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 technology of following internal

diameter. (vii) 1200 mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. Figures Amount

37 Numbering the C.D.work with approved paint including all materials for 2.00 No. 58.80

paintings etc. complete.

38 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 2.96 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawings for the following. (A) Piers (B) Abutments (C)

R.C.C. Returns.

39 Providing Yellow and Black Patta (three coat) including distempeing 14.80 Sq.m. 93.71

(three 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.

40 Providing and laying rubble for apron (each stone weighing not less 19.66 Cum 1004.98

than 40 Kg.) including hand packing and filling in the interstices with

quarry spall.

41 Providing temporary all weather and fair weather diversion suitable for 1.00 No. 101000.00

traffic during the construction period of the structure including providing

necessary drain diversion and all safety measures including red lamps

/ signals at night for traffic etc. complete.

TOTAL Rs.

Rs. Ninety Six lakhs Fifty Seven Thousand Six hundred Eighty Five and Twenty Eight 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 all required mix design at his own cost before execution as directed and

to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 8750.00 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dahod (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,

Dahod Dahod Dahod