Resurfacing & Strengthing to various Roads of Santrampur Taluka under BUDGET LUMP PROVISION 2024-25 Package No. 14 (Total 02 Roads ) Dist. Mahisagar

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 1.80 Hect. 28455.08

vegetation grass bushes, shrubs, sapling and trees of girth up to

full depth 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 1318.28 Cum 134.13

andstacking or utilising the cutting stuff in bank as directed with

all lead & Lift from the end of cutting with all lead and lift. (A) all

sorts of soil and soft murrum

3 Earth work for embankment including breaking clods, dressing 1247.00 Cum 166.54

with all lead and lift (Including watering and consolidation) (C)

from borrow Area with all lead & Lift (With minimum 6% CBR)

4 Rolling and watering of earthwork in layers with power roller 1055.00 Cum 22.96

including filling in depressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface 9450.00 Sqmt 41.60

upto full BT depth including stacking useful materials on road

side and disposing off remaining stuff.

6 Providing and laying compacted WBM of Grading-II MCBT metal 1159.00 Cum 1797.17

of size 45 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)

7 Providing and laying compacted of Specified Murrum in side 1029.00 Cum 418.14

shoulder including carraige of material and spreading on

prepared base including compacting as per MOST specification

etc complete.

8 Providing and laying evenly Tack coat using Rapid setting 8625.00 Sqmt 21.32

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 & Equipment

etc complete

9 Providing and laying evenly tack coat using Rapid setting 19973.00 Sqmt 13.51

emulsion (RS-1) materials at the rate of 2.5 Kg / 10 Sq.M. on

Road surface using emulsion pressure sprayer including the

cost of all labour, materials , heating, Machinery & Equipment

etc complete

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing & laying Bituminous grout 37.50 mm thick with asphalt 1139.00 M.T. 2261.82

of grade of VG-30 at the rate of1.99% 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 including cost of all materials, asphalt, aggregates,

labour charges, royalty charges etc.completed as directed.

11 Providing laying and rolling 25 mm thick open graded premixed 770.00 M.T. 2894.21

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

bitumen grade VG-30 bitumen 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 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.

12 Providing and laying sealcoat with B.T. aggregate as specified 404.00 M.T. 3361.45

using aggregate at the rate of 0.18 Cu.mt / 10 Sq.M. and

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

4.50 % i.e. 45 Kg/M.T. of total mix including heating and mixing

in drum mix plant and spreading the same with paver finisher

and consolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges using contractor's own

drum mix plant machineries and equipment, tools etc. complete

in accordance with the requirement of specification.

13 Providing and fixing ordinary kilometer stone of precast C.C. 6.00 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.)

14 Providing and fixing Hectometer stone as per I.R.C. type design 18.00 No. 356.50

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

15 Providing and fixing Guard stone as per I.R.C. type design 234.00 No. 262.28

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

16 Direction sign (Junction board) :- Providing and fixing sign 2.00 No. 6375.49

boards 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 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)

18 Village name/ Bump Ahead sign :- Providing and fixing sign 4.00 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).

19 Citizen' s information Board- Providing and fixing of typical 2.00 No. 22258.42

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

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

20 Hazard Marker Sign :- Providing and fixing sign board made out 24.00 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

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

x 45 x 60cms for each leg including excavation curing etc.

complete under the supervision of Engineer in charge. (A)

Engineer grade (VR).

21 STOP SIGN :- Providing and fixing sing boards made out of 4.00 No. 4676.06

2mm 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).

22 Road marking with hot applied thermoplastic paints with 1126.00 sqmt 367.72

reflectorising glass 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 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 colour marking

should provide luminance coefficient on cement road shall be

min 130 mcd/m2/lux and Asphalt road shall be min

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 35-2015. Warranty for the Retro reflectivity

should be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin Shanks 549.00 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 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 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.

24 Cautionary Warning Sign :- Providing and fixing sign board 24.00 No. 3808.66

made 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).

25 Supply & fixing logo board of specified LOGO Board as per 2.00 Nos. 4710.64

instructions of Engineer in charge - diamond size (600 X

600mm) 16 gauge & board plate size (900x 250mm) 16 gauge

thick M. S plate and 2.40 meter deep length single angle 75x

75x 6 mm size including fitting and painting lettering with

luminous colour as per drawing etc.

26 Type - A, "W" : Metal Beam Crash Barrier : Providing and 80.00 Rmt. 3001.72

erecting a "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, 330 mm long

complete as per clause 810 including necessary excavation of

Post, providing levelling course M-10 (size 0.65 x 0.65 x 0.10 m)

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

x 0.70) as per requirement and instruction from engineer in

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Providing and filling in foundation with ordinary cement concrete 368.00 Cum 3341.15

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

28 Providing and casting in situ controlled cement concrete M-250 479.00 Cum 5259.07

for CC Road pavement including formwork curing and finishing

29 Providing Trimix Machine for levelling smooth, finishing including 3188.00 Sqmt 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

30 Providing and laying in position I.S.I. mark Fe-500(D) T.M.T. bar 19.60 M.T. 68828.17

reinforcement for Structural items / Temperature Steel including

cutting bending hooking and tying complete as per detailed

31 Excavation for foundation up to required depth including sorting 500.00 Cum 161.65

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for Dense or hard soil.

32 Excavation for foundation upto required depth including sorting 25.50 Cum 278.06

out and stacking of use full materials and disposing off the

excavated stuff with all lead & Lift (D) Soft rock not requiring

33 Providing and casting in situ ordinary cement concrete M-150 524.00 Cum 3917.21

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-grooves. (With All Lead & Lift)

34 Supplying and fixing reinforced concrete heavy duty non- 90.00 Meter 6621.26

pressure 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 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 41.00 Sqm. 12.70

even shade including thoroughly brooming the surface to

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

36 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 1.00 No 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

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 Diversion of water coarse providing coffer dam and bund or 1.00 LS 5050.00

island as may be necessary for foundation and maintaining the

same for the period as may be (B) Diversion by cofferdam /

39 Filling available excavated earth (excluding rock) in trenches, 143.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

40 Providing and casting in situ ordinary Cement concrete M.250 46.50 Cu.m. 4842.53

mix for av. 75 mm thick wearing coat laid as directed including

tamping, vibrating, finishing,curring and filling in joints with

bitumen complete.

41 Sign Board per square Meter :-Providing and fixing sing boards 4.00 No. 7615.38

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as

as per the design given by engineer in charge 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 refiective 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 may be fabricated

either from suitable size iron angle of 35 x 35x 3mm & 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)

42 Dismentaling the existing structure including removing and 43.00 Cum 930.35

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

R.C.C. work.

TOTAL Rs.

Rupees One Crore Ninety Five Lakh(s) Seven Thousand Three Hundred Sixty Seven And Paise Fifty Three Only

I/We am/are willing to carry out Executive

the workExecutive

Divisional

EngineerAccount

@ ______________ Officer

% 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 ____________________

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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. 12900 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

Panchayat (R & B) Sub Division

Santrampur

Divisional Account Officer Executive Engineer

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

Mahisagar Mahisagar