(Package No. 60) Resurfacing of various roads of Taluka Fatepura Dist. Dahod under Budget Lump Provision-2023-24 (Tribal) (Total 3 Roads, Length 4.00 Km.)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 1.60 Hect. 28393.04

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 1402.98 Cum 127.74

stacking or utilizing the cutting stuff in spoil bank as directed for all

meters from the end of cutting with all lead and lift. (A) All sorts of

soil and soft murrum.

3 Earthwork for embankment including breaking clods, dressing with 4397.00 Cum 172.87

all lead and lift including watering and consolidation from borrow

area within all lead and lift. (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 1123.00 Cum 22.48

including filling in depressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface upto 1219.00 Sq.m. 39.62

full B.T. depth including stacking useful materials on road side and

disposing off remaining stuff.

6 Providing & laying compacted WBM Grading-II using MCBT metal 1922.00 Cum 1327.44

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

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

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by Engineer in

charge. (in required layers)

7 Providing and laying compacted of specified hard murrum in side 800.00 Cum 380.77

shoulders including carraige of material and spreading on prepared

base including compacting as per MORTH specification etc.

8 Providing and laying evenly tack coat using rapid setting emulsion 12188.00 Sq.m. 17.32

(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.

9 Providing and laying evenly tack coat using rapid setting emulsion 18249.00 Sq.m. 11.01

(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.

10 Providing and laying bituminous grout 37.5mm thick with asphalt of 1170.00 M.T. 1719.83

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

11 Providing, laying and rolling 25 mm thick open graded premixed 820.00 M.T. 2297.32

bituminous carpet with B.T. aggregate as specified and using

bitumen grade VG-30 for mixing with aggregate at the rate of 3.36%

i.e. 33.60 kg/M.T. of total mix including heating and mixing in drum

mix plant and spreading the same with paver finisher and

consolidation with power roller as per MORTH specification

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.

12 Providing and laying seal coat with B.T. aggregate as specified 434.00 M.T. 2689.16

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade

(VG-30) for mixing with aggregate at the rate of 4.50% i.e.

kg/M.T. of total mix including heating and mixing in drum mix pant,

spreading the same with 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. complete in accordance with the requirement of

specification.

13 Providing and filling in foundation with ordinary cement concrete M- 89.10 Cum 3101.80

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

14 Providing and casting in situ ordinary cement concrete M-150 for 26.00 Cum 3621.33

average 75mm thick wearing coat laid as directed including

temping, vibrating, finishing, curing and filling in joints with bitumen

15 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 1.60 M.T. 73217.53

reinforcement for various R.C.C. items including cutting bending

hooking and tying complete as per detailed drawing.

16 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 No. 2118.16

having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall i.e.

painting & lettering with ordinary paint colour as per instruction of

engineer in charge.

17 Providing & fixing “FLOOD WARNING POST ” on causeway / Dip 2.00 No. 3939.40

having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick

M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size

including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size

painting & lettering with ordinary paint colour as per instruction of

engineer in charge. (fixing in C.C. 1:2:4)

18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 5.00 No. 704.33

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting, lettering etc. complete (For O.D. road V.R.)

19 Providing and fixing Hectometer stone as per I.R.C. type design 16.00 No. 356.50

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

20 Providing and fixing Guard stone as per I.R.C. type design including 141.00 No. 349.11

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

21 Direction sign (Junction board) :- Providing and fixing sign boards 3.00 No. 6071.90

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,

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

22 Regulatory / Mandatory signs : Providing and fixing sign boards 18.00 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,

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)

23 Village name/ Bump Ahead sign :- Providing and fixing sign board 6.00 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).

24 Citizen's information Board :- Providing and fixing of typical 3.00 No. 22485.95

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Hazard Marker Sign :- Providing and fixing sign board made out of 14.00 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

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).

26 STOP SIGN :- Providing and fixing sing boards made out of 2mm 6.00 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).

27 Road marking with hot applied thermo plastic paint with 1118.00 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

28 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 505.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Cautionary Warning Sign :- Providing and fixing sign board made 16.00 No. 3722.36

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle 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,

refloctrorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

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

6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).

30 Supply & fixing logo board of specified LOGO board as per 3.00 No. 4617.72

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.

31 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 60.00 Rmt. 2961.32

"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, 1.1 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,

mm long complete as per clause 810) with necessary excavation of

post, providing levelling course M-10 (Size 0.65 x 0.65 x 0.10m) &

foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from Engineer in charge.

32 Excavation for foundation up to 1.50 mt. depth including sorting out 85.00 Cum 218.94

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

33 Providing and casting in situ ordinary cement concrete M-150 mix 27.00 Cum 3674.78

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.

34 Supplying and fixing reinforced concrete heavy duty non-pressure 7.50 Rmt. 6595.90

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 /

Class NP4 casted by vertically vibrated technology of following

internal diameter. 1200mm dia.

35 White washing with lime on wall surface (two coats) to give an even 35.00 Sq.m. 12.09

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 1.00 No. 279.69

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

letters etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Providing and maintaining a road diversion for traffic during the 1.00 No. 2020.00

work in progress till completion of work including providing red

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

38 Supplying and fixing reinforced concrete heavy duty non-pressure 72.00 Rmt. 1028.03

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slope) of I.S. 458 /

Class NP4 casted by vertically vibrated technology of following

internal diameter. 300mm dia.

39 Filling around the pipes with murrum including dressing, tampering 21.00 Cum 147.94

etc. complete.

40 Dismentaling the existing structure including removing and stacking 35.00 Cum 886.05

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

41 Dismentaling the existing structure including removing and stacking 22.00 Cum 389.74

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

TOTAL Rs.

i.e. Rs. One Crore Thirteen lacs One thousand One hundred Thirty Seven and Fifty Three 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.12,480.00 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,

Jhalod Dahod Dahod