Construction to various Roads of Lunawada Taluka under MMGSY 2025-26 Package No. 09 (Total 05 Roads ) Dist. Mahisagar

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 2.80 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 11838.49 Cum 170.24

andstacking or utilising the cutting stuff in bank as directed

with all lead & Lift from the end of cutting with all lead and

lift.in all sorts of soil and soft murrum , Hard Murrum, Soft

Rock & Hard Rock etc all type of Strata

3 Earth work for embankment including breaking clods, dressing 18026.00 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 9473.00 Cum 22.96

including filling in depressions which occur during the process.

5 Construction of compacted granular sub base ( Grade-I , 4793.00 Cum 1158.52

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

mm to 4.75 mm @ 45 %, Below 2.36 mm @ 20 % ) by

providing close graded matrial , mixing in a machanical 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 Providing and laying compacted WBM of Grading-II MCBT 6276.00 Cum 1506.67

metal 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 1599.00 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 24906.00 Sqmt 20.84

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

9 Providing and laying evenly tack coat using Rapid setting 24906.00 Sqmt 13.22

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

10 Providing & laying Bituminous grout 37.50 mm thick with 1871.00 M.T. 2094.02

asphalt 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

11 Providing laying and rolling 25 mm thick open graded 1311.00 M.T. 2715.77

premixed 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 693.00 M.T. 3170.24

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. 10.00 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 28.00 No. 356.50

design including painting, lettering etc.complete (i) Fixing in

15 Providing and fixing Guard stone as per I.R.C. type design 384.00 No. 350.80

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 Direction sign (Junction board) :- Providing and fixing sign 5.00 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 (VR)

17 Regulatory / Mandatory signs : Providing and fixing sign 19.00 No. 3439.81

boards 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

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 10.00 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

19 Citizen' s information Board- Providing and fixing of typical 5.00 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

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.

20 Hazard Marker Sign :- Providing and fixing sign board made 42.00 No. 2423.74

out 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 45 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 31.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

22 Road marking with hot applied thermoplastic paints with 1950.00 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

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 the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

23 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin 891.00 No 326.23

Shanks 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

Sqcm on each side and the slope to the base shall be 35 +/-

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 113.00 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

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 5.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Type - A, "W" : Metal Beam Crash Barrier : Providing and 1160.00 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,

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

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 0.3 x 0.70) as per requirement

and instruction from engineer in charge.

27 Providing and filling in foundation with ordinary cement 1054.10 Cum 3341.15

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

28 Providing and casting in situ controlled cement concrete M- 582.00 Cum 5259.07

250 for CC Road pavement including formwork curing and

finishing complete.

29 Providing Trimix Machine for levelling smooth, finishing 2907.00 Sqmt 60.60

including 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.

30 Providing and laying in position I.S.I. mark Fe-500(D) T.M.T. 30.54 M.T. 73858.69

bar reinforcement for Structural items / Temperature Steel

including cutting bending hooking and tying complete as per

detailed drawing.

31 Excavation for foundation up to required depth including 1996.40 Cum 285.35

sorting out and stacking of useful material and disposing off

the excavated stuff within all lead and lift for Dense or hard

32 Excavation for foundation upto required depth including 57.00 Cum 278.06

sorting out and stacking of use full materials and disposing off

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

requiring Blasting

33 Providing and casting in situ ordinary cement concrete M-150 1996.00 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- 300.00 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 468.00 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 2.00 No 279.69

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

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 12.00 No 2020.00

the 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 2.00 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, 739.00 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.

40 Providing and casting in situ ordinary Cement concrete M.250 73.50 Cu.m. 4347.63

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 8.00 No. 7615.38

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

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 Supplying and fixing reinforced concrete heavy duty non- 264.00 Rmt. 1053.39

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. 300mm dia.

43 Filling around the pipes with murrum including dressing, 73.00 Cum 88.53

tampering etc. complete.

44 Providing and laying weep hole in abutmemt and returning by 568.00 No. 86.73

using A.C./PVC pipes of 100 mm. diameter including laying in

priper grade and joining etc. comp as per detailed

specifications.

45 Providing and laying filter media 600 mm thick as directed at 567.50 Sq.m. 1239.35

the back of abutments and returns and wing walls as per

detailed specifications

TOTAL Rs.

i.e. Rs. Rupees Five Crore Eighty Lakh EightyOne Thousand Three Hundred ThirtyEight Paise FourtyEight Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry Deputy

out the Executive

work Engineer

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 ____________________

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.

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

Divisional Account Officer Executive Engineer

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

Mahisagar Mahisagar