Resurfacing and Strengthening of Limdi-Pethapur-Chakaliya-Kharoda-Ranapur-Dahod Road Km. 5/00 to 15/80 Ta. Dahod Dist. Dahod under Budget Lump Provision Year-2025-2026 (Tribal)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 4.30 Hect. 28455.09

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

removal of stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable materials as per Clause-201

(area of light density) by mechanical means in area of light jungle.

2 Earthwork in cutting including preparing the slope and camber and

stacking or utilizing the cutting stuff in spoil bank as directed upto

200 meters from the end of cutting with all lead and lift.

(A) All sorts of soil and soft murrum 18538.36 Cum 137.33

3 Earthwork for embankment including breaking clods, dressing with 11402.00 Cum 170.51

all lead 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. (C) From Borrow area within all lead and lift. (with minimum

4 Rolling and watering of earthwork in layers with power roller 3708.00 Cum 23.18

including filling in depressions which occur during the process.

5 Providing & laying compacted WBM Grading-II using MCBT metal of 13983.00 Cum 1248.36

size 45mm to 63mm in required layers including using 16% stone

screening, 13.2mm size and 8% stone dust as filler including

spreading watering & consolidation by vibratory roller etc. complete.

(in required layers)

6 Providing and laying compacted of specified murrum in side 2417.00 Cum 428.24

shoulders including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

7 Providing and laying evenly tack coat using rapid setting emulsion 68600.00 Sq.m. 19.83

(RS-1) materials at the rate of 4.00 Kg./10 Sq.m. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery and equipment etc. complete.

8 Providing and laying evenly tack coat using rapid setting emulsion 76909.00 Sq.m. 12.57

(RS-1) materials at the rate of 2.50 Kg./10 Sq.m. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery and equipment etc. complete.

9 Providing and laying bituminous grout 37.5mm thick with asphalt of 5590.00 M.T. 1842.24

grade of VG-30 at the rate of 1.99% by weight of mix using B.T.

chips of required gradation including cleaning and heating asphalt

premix materials by hot mix process in proper gradation and laying

with paver finisher and consolidation by roller of 8 to 10 tonnes as

per MORTH specification including cost of all materials, asphalt,

aggregates, labour charges, royalty charges etc. completed as

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing & laying 37.50 mm thick compacted bitumen macadam 8199.00 M.T. 2465.41

using B.T. chips aggregate as specified and mixing binder asphalt

grade of (VG-30) at the rate of 3.40% by total weight of mix

including heating and mixing in drum mix plant and spreading the

same with sencer paver finisher and consolidation with vibratory

roller including necessary firewood, oil, lubricants, labour charges

etc. using contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

11 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 4297.00 M.T. 3443.19

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

for mixing @ 50.00 Kg. / M.T. 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.

12 Providing and filling in foundation with ordinary cement concrete M- 337.00 Cum 3207.71

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

13 Providing and casting in situ controlled cement concrete M-250 for 840.00 Cum 5105.55

CC Road pavement including formwork curing and finishing

14 Providing and casting in situ ordinary cement concrete M-150 for 38.00 Cum 3730.76

average 75mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen complete.

15 Providing Trimix Machine for levelling smooth, finishing including 4200.00 Sq.m. 60.60

channel fixing electric supply etc. and dewatering of excess water

through vaccum pump including transporting for machine including

expansion joints filling asphalt filler etc. complete as directed.

16 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 19.50 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

17 Providing and fixing ordinary kilometer stone of approved hard stone 11.00 No. 704.33

as per IRC type design and fixing in C.C 1:4:8 including lettering and

paints etc. complete.

18 Providing and fixing Hectometer stone as per I.R.C. type design 43.00 No. 356.50

including painting, lettering etc.complete (i) Fixing in CC 1:5:10.

19 Providing and fixing Guard stone as per I.R.C. type design including 307.00 No. 350.80

white washing etc. complete (i) Fixing in CC 1:5:10

20 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6527.29

made out of 2mm aluminium sheet size 244 x 122cms. rectangle as

per the design of IRC-67-1977 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 M.O.S.T. specifications; Letters and numerals should

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

fabricated from suitable size iron angle of 50 x 50 x 5mm, 75 x 75 x

6mm as required 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 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

21 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting process

& acid eteching, coated 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; 3.1m long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm,

x 75 x 6mm as required; 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 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)

22 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36

made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as

per the design of IRC-67-1977 pre treated with phospheting process

and 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 M.O.R.T.H. specifications. Letters and numerals should

be as per IRC-30-1968, 310m long (2 Nos.) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5 mm painted

with best quality epoxy coating 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 C.C. 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) Engineer grade (VR).

23 Citizen's information Board :- Providing and fixing of typical MMGSY 1.00 No. 23734.17

information board as per instruction. Two MS plates of 1.6 mm thick,

of 900 mm x 750mm size fixed at top & bottom duly welded with MS

angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two

vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 75mm, below

ground level. Painting New letters & figure of any shade with ready

mixed synthetic enample paint of superior quality in required shade

and colour, All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per drawing

Clause 1701 and annexure 1700.1 (10.16) 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.

24 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the design

/ drawing attached (IRC) pretreated with phospheting & 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

M.O.S.T. specification, 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm

painted with best quality epoxy coatings. The fixing at site shall be in

1:2:4 C.C. 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

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated 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

M.O.S.T. specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; 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 60cms. for each leg including excavation

curing etc. complete under the supervision of Engineer in charge.

(A) Engineer grade (VR).

26 Road marking with hot applied thermo plastic paint with 2266.00 Sq.m. 367.72

reflectorising glass bend on bitumin surface. Providing and laying of

hot appllied thermo plastic compound 2.5mm thick including

reflectorising glass beads @ 250 gms. per Sqmt. area thickness of

2.5mm is exclusive of surface applied glass beads 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 line should provide liminance

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 suring day

time the marking should meet the perfomance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in the

section of IRC 15:2015. warranty for retro reflectivity shall be two

27 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 1220.00 No. 326.23

pavment markers made of polycarbonate and ABS moulded body

and reflective panels with icro prismatic lens (no glasss bed lens)

capable of providing total internal reflaction of the light entering the

lens face and shall support a load of 13635kgs. tested in

accordance to ASTM D 4280 type H and complying to specifications

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

20mm,130mm & 130mm and min. reflactive are of 13 sqcm on each

side and slope to base shall be 35+/-5 degree. the strength of

detachment of the integrated cylindrical shnks, (of diameter not less

than 19+/-2mm & ht not less then 30+/-2mm) from the body is to be

a min. value of 500kgf. fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using epoxy rasin based

adhesive as per the manufacturer's recommendation & the color of

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

engineer-in-charge.

28 Supply & fixing logo board of specified LOGO board as per 1.00 No. 4742.96

instructions of Engineer in charge - diamond size (600 x 600mm)

gauge & board plate size (900 x 250mm) 16 gauge thick M.S. plate

and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous colour as per

drawing etc complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 200.00 Rmt. 2994.65

"W" 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, 1.10 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 810) with necessary

excavation of post, providing levelling course M-10 (Size 0.65 x

x 0.10m) & foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 +

x 0.3 x 0.70) as per requirement and instruction from Engineer in

30 Chevron Sign :- Providing and fixing sign boards made out of 43.00 No. 3711.75

1.5mm aluminium sheet / 3 mm ACP (Aluminium composite panel)

size 60 x 50 cm 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,

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 35 x

35 x 3mm, 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.

31 Providing RCC Pucca Gutter of required size (Internal Chamber 2500.00 Rmt. 9532.38

Size 1.20 m(B) x 1.30m(D)) of RCC in controlled concrete M-200

with necessary form work 1.50 m wide (Out to Out) bedding of

controlled cement concrete M-200, 10 cm depth & 1.80m wide, base

slab width of 1.50m & wall thickness of 0.15m in ordinary cement

concrete M-20, including precast R.C.C. cover slab of 0.20m thick M-

200 including chequered tiles flooring over slab cover, both side

walls 0.15m thick having 1.50 m height including provision of PVC

pipe of 150 mm dia. at 3.00 mt. C/C, TMT Fe-550(D) required (min

25 kg/cum) reinforcement as per design and drawings provided by

Engineer in charge with necessary excavation, curing, consumables

with necessary slab opening at required intervals etc. complete as

per site requirement & instruction of engineer in charge in proper

slope line and level as per attached drawing.

32 Excavation for foundation up to 1.50 mt. depth including sorting out 124.00 Cum 203.50

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

33 Providing and casting in situ ordinary cement concrete M-150 mix 70.00 Cum 3783.77

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without V-

grooves. (A) Height from 0.0 M. to 5.0 M.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 Rmt. 3904.48

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slopes) of IS 458/1971

class NP4 casted by vertically vibrated technology of 900mm

internal diameter.

35 White washing with lime on wall surface (two coats) to give an even 86.00 Sq.m. 13.00

shade including thoroughly booming the surface to remove all dirt,

dust, mortar drops and other foreign matter.

36 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of 2.00 No. 279.69

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

letters etc. complete.

37 Providing and maintaining a road diversion for traffic during the work 2.00 No. 2020.00

in progress till completion of work including providing red lamps and

necessary sign boards etc. complete. (For C.D.Works)

38 Dismentaling the existing structure including removing and stacking 121.00 Cum 952.51

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

39 Dismentaling the existing structure including removing and stacking 43.00 Cum 418.97

the dismentelled materials as and where directed. (B) Rubble

TOTAL Rs.

i.e. Rs. Ten Crore Fourty Six lacs Fifteen thousand Two hundred Twenty One and Twenty Six 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. Credit for dismantalled materials of amount of Rs. 40170.00 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 order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Dahod Dahod Dahod