Resurfacing and Strengthening to various Roads of Kadana Taluka under Budget Lump Provision (Tribal) 2025-26 Package No. 13 (Total 4 Roads) Dist. Mahisagar

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 4.60 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 and Cum

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 4689.99 Cum 134.13

3 Box cutting the road surface to proper slope and camber for 1836.00 Cum 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto all

lead and lift.

4 Earthwork for embankment including breaking clods, dressing with 6824.00 Cum 166.54

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)

5 Rolling and watering of earthwork in layers with power roller 3754.00 Cum 22.96

including filling in depressions which occur during the process.

6 Construction of compacted granular sub base (Grade-I, Crushed B 1054.00 Cum 1648.22

T materials of 53 mm to 26.5 mm @ 35%, 26.5 mm to 4.75 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

7 Scarifying gravelled macadam or bitumen macadam surface upto 10200.00 Sq.m. 41.60

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

disposing off remaining stuff.

8 Providing & laying compacted WBM Grading-II using MCBT metal 1445.00 Cum 1975.56

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)

9 Providing and laying compacted of specified murrum in side 2716.00 Cum 418.14

shoulders including carraige of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying evenly tack coat using rapid setting emulsion 12750.00 Sq.m. 21.41

(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.

11 Providing and laying evenly tack coat using rapid setting emulsion 59706.00 Sq.m. 13.58

(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.

12 Providing and laying bituminous grout 37.5mm thick with asphalt 2955.00 M.T. 2337.14

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

13 Providing, laying and rolling 25 mm thick open graded premixed 1950.00 M.T. 2969.40

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.

14 Providing and laying seal coat with B.T. aggregate as specified 1015.00 M.T. 3440.06

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.

45.00 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.

15 Providing and filling in foundation with ordinary cement concrete M- 899.00 Cum 3341.15

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

16 Providing and casting in situ controlled cement concrete M-250 for 1368.00 Cum 5259.07

CC Road pavement including formwork curing and finishing

17 Providing and casting in situ ordinary cement concrete M-250 for 16.00 Cum 4842.53

average 75mm thick wearing coat laid as directed including

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

18 Providing Trimix Machine for levelling smooth, finishing including 6840.00 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.

19 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 28.30 M.T. 73858.69

reinforcement for the following items including cutting, bending,

hooking and tying complete as per detailed drawing.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 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.

21 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)

22 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 13.00 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.)

23 Providing and fixing Hectometer stone as per I.R.C. type design 46.00 No. 356.50

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

24 Providing and fixing Guard stone as per I.R.C. type design 325.00 No. 350.80

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

25 Direction sign (Junction board) :- Providing and fixing sign boards 4.00 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

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)

26 Regulatory / Mandatory signs : Providing and fixing sign boards 8.00 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

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Village name/ Bump Ahead sign :- Providing and fixing sign board 8.00 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

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

cms for each leg including excavation, curing etc. complete under

the supervision of Engineer-in-charge (A) Engineer grade (VR).

28 Citizen's information Board :- Providing and fixing of typical 4.00 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.

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 STOP SIGN :- Providing and fixing sing boards made out of 2mm 8.00 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

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).

31 Road marking with hot applied thermo plastic paint with 2740.00 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 years.

32 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 1368.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

33 Cautionary Warning Sign :- Providing and fixing sign board made 42.00 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

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).

34 Supply & fixing logo board of specified LOGO board as per 4.00 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.

35 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 910.00 Rmt. 3001.72

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) 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.

36 Excavation for foundation up to 1.50 mt. depth including sorting 880.00 Cum 232.59

out and stacking of useful material and disposing off the

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

37 Providing and casting in situ ordinary cement concrete M-150 mix 1110.00 Cum 3917.21

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.

38 Supplying and fixing ISI reinforced concrete heavy duty non- 90.00 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.

39 White washing with lime on wall surface (two coats) to give an 277.00 Sq.m. 12.70

even shade including thoroughly brooming the surface to removed

all dirt, dust mortar drops and other foreign matter.

40 Providing and maintaining a road diversion for traffic during the 5.00 No. 2020.00

work in progress till completion of work including providing red

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

41 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 6.65 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.

42 Dismentaling the existing structure including removing and 21.00 Cum 930.35

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

R.C.C. work.

43 Dismentaling the existing structure including removing and 43.00 Cum 409.22

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

Rubble Masonry

44 Filling available excavated earth (excluding rock) in trenches, 540.00 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.

45 Providing & laying weep hole in abutments and returns by using 690.00 No. 86.73

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

and jointing the completed as per detailed specification.

46 Providing and laying filter media 600mm thick as directed at the 690.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Four Crore Ninety Eight lacs Sixty One thousand One hundred Twenty Nine and Fifty Two 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. 10170.00 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