(Package No. 26) Construction of Various Roads of Taluka Sanjeli District Dahod under MMGSY-2025-2026 (Tribal) (Total 2 Roads, Length 1.41 Km.)

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.60 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 1589.27 Cum 137.33

(B) Soft rock not requiring blasting 50.19 Cum 324.91

(C) Hard rock 33.46 Cum 689.15

3 Earthwork for embankment including breaking clods, dressing with 2281.00 Cum 170.51

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 1468.00 Cum 23.18

including filling in depressions which occur during the process.

5 Construction of compacted granular sub base (Grade-I, Crushed B 953.00 Cum 1344.08

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

6 Providing & laying compacted WBM Grading-II using MCBT metal 1365.00 Cum 1219.02

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 212.00 Cum 428.24

shoulders including carraige of material and spreading on

prepared base including compacting as per MORTH specification

etc. complete.

8 Providing and laying evenly tack coat using rapid setting emulsion 5553.00 Sq.m. 21.52

(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 5553.00 Sq.m. 13.64

(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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying bituminous grout 37.5mm thick with asphalt 417.00 M.T. 2341.51

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

11 Providing, laying and rolling 25 mm thick open graded premixed 292.00 M.T. 3027.81

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 159.00 M.T. 3503.03

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.

13 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 2.00 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.)

14 Providing and fixing Hectometer stone as per I.R.C. type design 6.00 No. 356.50

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

15 Providing and fixing Guard stone as per I.R.C. type design 82.00 No. 350.80

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

16 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 6527.29

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)

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

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

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

19 Citizen's information Board :- Providing and fixing of typical 2.00 No. 23734.17

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 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 out of 12.00 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

21 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

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 thermo plastic paint with 494.00 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.

23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 197.00 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

24 Cautionary Warning Sign :- Providing and fixing sign board made 32.00 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).

25 Supply & fixing logo board of specified LOGO board as per 2.00 No. 4742.96

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.

26 Excavation for foundation in hard murrum and boulders and very 163.00 Cum 625.88

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

27 Providing and filling in foundation with ordinary cement concrete M- 42.00 Cum 3578.43

150 mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 for 38.00 Cum 3737.14

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

29 Providing and casting in situ controlled cement concrete M-300 for 56.00 Cum 4725.79

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

30 Providing and casting in situ controlled cement concrete M-300 58.00 Cum 4418.75

mix and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc. complete

without grooves (Height from 0.0 to 5.0 mt.}

31 Providing and casting in situ ordinary cement concrete M-200 mix 52.00 Cum 4154.13

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.

32 Providing and casting in situ controlled cement concrete M-300 for 28.00 Cum 5801.44

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

finishing complete.

33 Providing and casting in situ controlled cement concrete M-450 for 6.00 Cum 5617.62

average 100 mm thick wearing coat laid as directed including

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

bituminous complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 13.00 M.T. 84021.32

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 including cutting, bending, hooking

and tying complete as per detailed drawing for the following (A)

Piers (B) Abutment (C) R.C.C. returns.

35 Providing and laying weep hole in abutment and returning by using 155.00 No. 49.25

A.C. pipes of 100mm diameter including laying in proper grade

and joining etc. complete as per detailed specifications.

36 Providing and laying filter media 600mm thick as directed at the 155.00 Sq.m. 1268.87

back of abutments and returns and wing walls as per detailed

specifications.

37 Providing pre-moulded asphalt filler joints as per drawings. (A) 9.00 Sq.m. 703.53

38 Reinforced Cement Concrete Crash Barrier (Provision of an 23.00 Rmt. 8289.07

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-40 grade concrete with TMT reinforcement Fe-5550D

conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at

expansion joints filled with pre-moulded asphalt filler board, keyed

to the structure on which it is built and installed as per design

given in the enclosure to MOST circular No. RW/NH - 33022/1/94-

DO III dated 24 June 1994 as per dimensions in the approved

drawing and at locations with necessary priming coat and 3 coat of

painting complete with yellow and black patta as directed by the

Engineer in charge, all as specified)

39 Excavation for foundation up to 1.50 mt. depth including sorting 299.00 Cum 230.49

out and stacking of useful material and disposing off the

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

40 Providing and filling in foundation with ordinary cement concrete M- 155.70 Cum 3207.71

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

41 Providing and casting in situ ordinary cement concrete M-150 mix 230.00 Cum 3783.77

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.

42 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 1.73 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.

43 Filling available excavated earth (excluding rock) in trenches, 127.00 Cum 137.47

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

44 Supplying and fixing ISI reinforced concrete heavy duty non- 45.00 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.

45 White washing with lime on wall surface (two coats) to give an 120.00 Sq.m. 13.00

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

46 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of 2.00 No. 279.69

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

letters etc. complete.

47 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. Works)

48 Supplying and fixing reinforced concrete heavy duty non-pressure 24.00 Rmt. 1053.39

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.

/ 1971 Class NP4 casted by vertically vibrated technology of

following internal diameters. (i) 300mm dia.

49 Filling around the pipes with murrum including dressing, tampering 7.00 Cum 159.04

etc. complete.

50 Dismentaling the existing structure including removing and 240.00 Cum 952.51

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

R.C.C. work.

51 Dismentaling the existing structure including removing and 22.00 Cum 418.97

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

Rubble masonary.

TOTAL Rs.

i.e. Rs. One Crore Eighteen lacs Seventy One thousand Eighty Nine and Thirty Six 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. 73980.00 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