Resurfacing and Strengthening of Gothib Batakvada Approach Road Km. 0/00 to 17/36 Ta. Santrampur Dist. Mahisagar.

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 6.90 Hect. 28455.09

vegetation 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 Cum

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 6130.69 Cum 134.13

3 Earthwork for embankment including breaking clods, dressing 2160.00 Cum 166.54

with 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 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 4905.00 Cum 22.96

including filling in depressions which occur during the process.

5 Construction of compacted granular sub base (Grade-I, Crushed 360.00 Cum 882.74

B T materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to

mm @ 45%, Below 2.36 mm @ 20%) 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

6 Scarifying gravelled macadam or bitumen macadam surface 2024.00 Sq.m. 41.60

upto full B.T. depth including stacking useful materials on road

side and disposing off remaining stuff.

7 Providing & laying compacted WBM Grading-II using MCBT 483.00 Cum 1175.64

metal 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 & consolidation by vibratory roller

etc. complete. (in required layers)

8 Providing and laying compacted of specified murrum in side 3472.00 Cum 418.14

shoulders including carraige of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

9 Providing and laying evenly tack coat using rapid setting 2200.00 Sq.m. 20.32

emulsion (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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying evenly tack coat using rapid setting 192858.00 Sq.m. 12.90

emulsion (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.

11 Providing and laying bituminous grout 37.5mm thick with asphalt 7494.00 M.T. 1926.07

of 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 directed.

12 Providing & laying 37.50 mm thick compacted bitumen macadam 8243.00 M.T. 2567.42

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.

13 Providing and laying 20mm thick mix seal surfacing using B.T. 4605.00 M.T. 3263.31

chips as per required gradation adn mixing asphalt grade VG-30

@ 5.10% by weight of total mix and mixing by contractor's own

drum mix plant and laying by 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, tool etc. completed in accordance with

the requirement of specification.

14 Providing and filling in foundation with ordinary cement concrete 109.00 Cum 3341.15

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

15 Providing and casting in situ controlled cement concrete M-250 66.00 Cum 5259.07

for CC Road pavement including formwork curing and finishing

16 Providing Trimix Machine for levelling smooth, finishing including 330.00 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

17 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 1.40 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

18 Providing and fixing ordinary kilometer stone of precast C.C. 18.00 No. 704.33

1:2:4 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 69.00 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 450.00 No. 350.80

including 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 1.00 No. 6375.49

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)

22 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, 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 2.00 No. 5045.36

board 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Citizen's information Board :- Providing and fixing of typical 1.00 No. 22258.42

MMGSY 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 enamel

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.

25 Hazard Marker Sign :- Providing and fixing sign board made out 4.00 No. 2423.74

of 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

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

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 4.00 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 3578.00 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

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 years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

28 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1949.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens (No

Glass bead lens) capable of providing total internal reflection of

the light entering the lens face and shall support a load of

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 Kgs. Fixing will be by

drilling holes on the road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per manufacturer's

recommendation and the color of the marker should be as per

the IRC 35-2015 and as directed by Engineer-in-charge.

29 Cautionary Warning Sign :- Providing and fixing sign board made 126.00 No. 3808.66

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 1.00 No. 4710.64

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

16 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 Excavation for foundation up to 1.50 mt. depth including sorting 271.00 Cum 235.37

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

32 Providing and casting in situ ordinary cement concrete M-150 399.00 Cum 3917.21

mix 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.

33 Supplying and fixing ISI reinforced concrete heavy duty non- 22.50 Rmt. 6621.26

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (to level or

slopes) of I.S. 458/1971 Class NP4 casted by vertically vibrated

technology of following internal diameter. (v) 1200 mm dia.

34 White washing with lime on wall surface (two coats) to give an 75.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

work in progress till completion of work including providing red

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

36 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 2.24 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing for the following (A) Piers (B)

Abutment (C) R.C.C. returns.

37 Providing and laying filter media 600mm thick as directed at the 555.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

38 Providing and filling sand behind abutments and between side 169.00 Cum 467.68

walls of box returns in layers as directed.

39 Excavation for foundation in hard murrum and boulders and very 1708.00 Cum 611.32

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

40 Excavation in large boulders and soft rock by welding including 364.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

41 Diversion of water course, providing cofferdam and bund or 5.00 No. 40400.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary. (B) Diversion by

cofferdam / island.

42 Providing and fixing dowel bars of minimum 32mm dia. for 288.00 Rmt. 450.07

anchoring drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete

as per detailed drawing and as directed.

43 Providing and filling in foundation with ordinary cement concrete 73.00 Cum 3711.19

M-150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

44 Providing and casting in situ controlled cement concrete M-20 1033.00 Cum 4615.20

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

45 Providing and filling trenches including Labour charges - 21.00 Cum 3653.31

excavator in rocky strata with ordinary cement concrete M-150.

46 Providing and casting in situ controlled cement concrete M-20 760.00 Cum 5222.12

mix and providing necessary pin headers including centering,

shuttering, scaffolding, laying, vibrating, curing and complete with

V-Grooves. (A) Height from 0.0 to 5.0 mt.

47 Providing and casting in situ controlled cement concrete M-20 2.69 Cum 5548.21

mix and providing necessary pin headers including centering,

shuttering, scaffolding, laying, vibrating, curing and complete with

V-Grooves. (B) Height from 5.0 to 10.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

48 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 50.70 M.T. 83659.32

reinforcement including providing fusion epoxy coating not less

than 175 micron thickness and upto 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes and transporting to the site from

factory, cutting, bending and tying complete as per detailed

drawing and specification for various structural components.

49 Providing and casting in situ controlled cement concrete M-200 40.00 Cum 5302.20

for R.C.C. work in pier cap, abutment cap and dirt wall including

controlled cement concrete M-250 bed block or pedestals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

50 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

51 Providing & laying weep hole in abutments and returns by using 555.00 No. 86.73

P.V.C. pipe of 100mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

52 Providing and casting in situ controlled cement concrete M-250 404.00 Cum 5452.98

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

53 Providing and laying of a strip seal expansion joint catering to 34.00 Rmt. 2057.37

maximum horizontal movement upto 70mm complete as per

drawing and standard specifications to be installed by the

manufacturer suppliers or their authorised representative

ensuring compliance to the manufacture's instruction for

installation.

54 Providing and casting in situ controlled cement concrete M-450 40.40 Cum 6722.64

for average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with

bituminous complete.

55 Providing and casting in situ controlled cement concrete M-250 24.80 Cum 4970.00

for kerb / kerb block including form work, finishing etc.complete

as per specifications.

56 Providing and fixing in position steel dowel bars (I.S.I. mark) in 24.00 No. 341.29

pier cap or abutments caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding

57 Providing and fixing in position steel dowel bars (I.S.I. mark) in 24.00 No. 399.70

pier cap for anchorage in free end as per detailed drawings

including cutting, bending and welding complete.

58 Provision of an Reinforced cement concrete crash barrier at the 110.00 Rmt. 8289.07

edges of the road, approaches to bridge structure, constructed

with M-450 grade concrete with Fe-550D reinforcement coating

with fusion bonded epoxy coating not less than 175 micron

thickness and upto 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant

and transporting to the work site, bar conforming to IS:1786, with

asphalt filler joint at every 10 meter and painting on concrete

surface 15cm yellow and black alternative as per detailed

drawing and Engineer in charge.

59 Providing P.V.C. 100mm diameter water spouts including 32.00 No. 159.37

necessary iron gratings as per drawings.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

60 Providing and casting in situ controlled cement concrete M-250 23.00 Cum 5259.22

for approach slab including form work, curing and finishing

61 Dismentaling the existing structure including removing and 43.00 Cum 409.22

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

Rubble Masonry.

62 Filling available excavated earth (excluding rock) in trenches, 180.00 Cum 136.92

plinth, sides of foundation etc. in layer not exceeding 20 cm in

depth consolidating each deposited layer by ramming and

watering etc. complete.

TOTAL Rs.

i.e. Rs. Eight Crore Twenty Three lacs Thirty Five thousand Two hundred Fourteen and Sixty One paisa

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. 3870.00 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,

Santrampur Mahisagar Mahisagar