Road

Name of Work :- Empanelment for C.R. to Road Work for Road Item in

Dascroi Taluka Dist. Ahmedabad (2025-2026)

Memorandum Showing items of Works to be Carried out

Sr. Item of Work Quantities Unit Tender Total

No. estimated RatesIn Amount

but may Figures According to

be more or Rs.P.S. Estimated

less Quantities

1 Item No- 1 Clearing and grubbing road land 0.05 Hect. 34796.29

including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut

earlier and disposal of unserviceable

materials(D) By mechanical means in area of

2 Item No- 2 Earthwork for embankment 180.00 Cmt 152.51

including breaking clods, dressing 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.(A)

From Borrow pits within land width

3 Item No- 3 Earthwork for embankment 180.00 Cmt 155.72

including breaking clods,dressing 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.(B)

From Borrow area within 0.5KM. lead

4 Item No- 4 Earthwork for embankment 135.00 Cmt 158.61

including breaking clods, dressing 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 1.0KM. lead

5 Item No- 5 Earthwork for embankment 180.00 Cmt 169.44

including breaking clods, dressing 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.(E)

From Borrow area within 3.0KM. lead

6 Item No- 6 Earth in cutting in all softs of soil 180.00 Cmt 127.74

and soft murrum including conveying and

spreading the stuff embankment as and

where directed within 200 M from the end of

the cutting with all required lead and lift.

7 Item No- 7 Box cutting the road surface to 243.00 Cmt 102.93

proper slope and camber for making a base of

road work including removing the excavated

stuff and depositing on the road side slopes

as directed upto 50 Mt. lead.

8 Item No- 8 Supplying of graded Machine 300.00 Cmt 1137.25

Crushed metal of following size as directed

including all taxes & royalties and filling

mesaure boxes with all lead and lift etc.

complete (3) Machine crushed Metal 45mm

9 Item No- 9 Supplying of graded Machine 300.00 Cmt 1382.77

Crushed metal of following size as directed

including all taxes & royalties and filling

mesaure boxes with all lead and lift etc.

complete (3) Machine crushed Metal 45mm

10 Item No- 10 Supplying and stacking 120.00 Cmt 1027.51

screening grit of approved quality on road

site including taxes & royalties and filling

measure boxes with all lead and lift etc.

complete. (RA 05)

11 Item No- 11 Supplying and stacking 120.00 Cmt 794.84

stonedust of approved quality on road site

including taxes & royalties and filling

measure boxes with all lead and lift etc.

complete. (RA 06)

12 Item No- 12 Supplying and stacking murrum 120.00 Cmt 545.70

of approved quality on road site including

taxes and royalties and filling measure boxes

with all lead and lift etc. complete. (RA 07)

13 Item No- 13 Providing hard side shoulder of 30.00 Cmt 945.17

100mm thick for embankment using quarry

spall with all lead and lift and including

watering and rolling and consolidation of sub

grade in layers at OMC to require dry density

including filling the depression which occur

during the process using power roller 8 to

Tonne ( Selected quarry spall having CBR value

not less than 20)

14 Item No- 14 Spreading blindage or road 112.50 Cmt 147.47

crust filling the gaps in metal and levelling to

camber and gradient as directed.(i) murrum

15 Item No- 15 Spreading the stone aggregate 112.50 Cmt 249.75

for rolling and W.B.M. including filling the

interstices to required camber and gradient

(excluding spreading of Blindage)(iii) 25mm

to 50mm size crushed stone

16 Item No- 16 Rolling and consolidation water 750.00 Sqm 21.00

bound macadam ( except laterite and kankar

including watering not exceeding 150mm

thickness ( main layer including binding

materials) including filling in depression

which occurs during the process. (A) With

power roller exceeding 8 tonne and not

exceeding 12 tonne.

17 Item No- 17 Surveying for road works 1.00 Km 3076.51

including ranging, chaining, pegging,

levelling and compass surveying including

all labour material and instruments etc.

18 Item No- 18 Providing and laying rubble for 36.00 Cmt 1041.05

apron (each stone weight not less than

Kg.) including packing and filling in the

interestics with quarry spalls.

19 Item No- 19 Supplying and fixing reinforced 25.00 Rmt 649.92

concrete heavy duty non pressure pipes with

collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of

following internal diameters. (i) 300mm dia.

20 Item No- 20 Supplying and fixing reinforced 25.00 Rmt 1952.00

concrete heavy duty non pressure pipes with

collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of

following internal daimeters. (iii) 600mm

21 Item No- 21 Supplying and fixing reinforced 25.00 Rmt 3446.50

concrete heavy duty non pressure pipes with

collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of

following internal daimeters. (v) 900mm dia.

22 Item No- 22 Supplying and fixing reinforced 25.00 Rmt 5530.94

concrete heavy duty non pressure pipes with

collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of

following internal daimeters. (vii) 1200mm

dia. (SOR I No 26089GA P No 58)

23 Item No- 23 Providing and filling in 18.00 Cmt 3245.56

foundation with ordinary Cement concrete

M-100 mix and providing necessary vertical

pin headers including formwork, vibrating,

ramming and curing complete.

24 Item No- 24 Providing and casting in situ 18.00 Cmt 3637.07

Ordinary cement concrete M150 for R.C.C.

Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and

curing complete.

25 Item No- 25 White washing with lime on 9.00 Sqm 12.41

wall surface (two coats) to give an even shade

including thoroughly booming the surface to

remove all dirt, dust; mortar drops and other

foreign matter..

26 Item No- 26 Painting and lettering with 10.00 No. 158.37

enamel paint 3 coats etc. complete. (ii)

Ordinary K.M. stones for ODR /VR

27 Item No- 27 Painting and lettering with 2.00 No. 392.99

enamel paint 3 coats etc. complete. (iii)

Ordinary 5th K.M. stones for ODR /VR

28 Item No- 28 Painting and lettering with 5.00 No. 52.79

enamel paint 3 coats etc. complete. (iv)

Hectometer stone

29 Item No- 29 Painting and lettering with 1.00 No. 469.25

enamel paint 3 coats etc. complete. (v) Road

30 Item No- 30 Painting and lettering with 1.00 No. 469.25

enamel paint 3 coats etc. complete. (vi)

Village Name Board

31 Item No- 31 Painting and lettering with 1.00 No. 1466.40

enamel paint 3 coats etc. complete. (vii)

32 Item No- 32 White / Colour washing of road 10.00 No. 19.59

side trees including 30 cms. wide patta of

coats of white washing at top and 90 cm.wide

patta of 3 coats of sona geru at bottom using

saresh including cleaning the surface etc. as

33 Item No- 33 Engaging Hydraulic Excavator 10.00 Per 718.98

1 cum bucket capacity @ 60 cum per hour Hour

34 Item No- 34 Supplying of cement bag 100.00 No. 18.72

including filling i.e. with earth, sealing

properly and placing as directed including

cost of cement bag and labour charges

including conveyance.

35 Item No- 35 Engaging Water Tanker 6 kl 40.00 Hour 171.18

36 Item No- 36 Engaging Tipper of average 15 30.00 MT 708.59

/ M.T. capacity including hire charges,

loading, unloading, labour charges, diesel,

drivers etc. complete upto Taluka limit as per

instructions of Engineer in charge.

37 Item No- 37 Engaging Vibratory roller 8 - 10 12.00 Per 850.79

tonnes @ 100 cum per hour. Hour

38 Item No- 38 Hire Charges for Pneumatic 10.00 Per 560.63

Road Roller Hour

39 Item No- 39 Labour charges for laying 10.00 MT 656.50

premixed bituminious macadam / concrete /

carpet etc. by hot mix laid process including

heating the asphalt and aggregates by

continuous hot mix,transporting the mix and

spreading the same by paverfinisher and

consilidation with powerroller including

providing and layinguniformaly tack coat

includingproviding and laying uniformaly

tackcoat including necessary fire wood

oillubricants, labour charges and hirecharges of

the required plant andmachineries etc. complete.

40 Item No- 40 Providing and fixing guard 10.00 No. 108.69

stone as per IRC type design including white

washing etc. complete (i) Fixing in earth.

41 Item No- 41 Providing and fixing K.M. stone 2.00 No. 704.33

of precast C.C. 1:2;4 including necessary

reinforcement as per IRC type design in C.C.

1:4:8 including paints and lettering etc.

complete for ODR,VR

42 Item No- 42 Cautionary Warning Sign :- 1.00 No. 3342.17

Providing and fixing sing boards made

out of 2mm aluminium sheet; size 90 x

x 90 cms. equilateral triangle as per

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

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x

x 6mm as required; painted with best

quality epoxy coatings in black andwhite

bends. The details of symbol foreach

board shall be as per the instruction of

engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof 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)

43 Item No- 43 Village name/ Bump Ahed 1.00 No. 4842.24

sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size

90 x 60cms. rectangle as 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 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 fabricated

from suitable size iron angle of 50 x 50 x

5mm 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

44 Item No- 44 Place ideatification sign :- 1.00 No. 9390.66

Providing and fixing sing boards made

out of 2mm aluminium sheet; size 150 x

90cms. rectangle as 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 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

fabricated from suitable size iron angle of

50x 50x 5mm 75x 75x 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

45 Item No- 45 Engaging Tractor with 10.00 hour 209.71

46 Item No- 46 Supplying tractor (Excluding 10.00 hour 247.45

labour) With Trolly including hire charges,

loading, unloading, diesel, drivers etc. for

any Type of work etc. complete.

47 Item No- 47 Road marking with hot 5.00 Sqm. 367.72

applied thermoplastic paints with

reflectorising glass beads on bitumin

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 beds 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 marking

should provide liminance coefficinet on

cemend road shalll be min

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.

48 Item No- 48 Providing and laying premix 10.00 M.T. 3752.98

seal coat using B.T. chips ( 6 to 10mm size)

0.24 Cum. / 10 Sq.mt. i.e. 0.66 Cum.

aggregate / 1 M.T. mix and asphalt grade

at the rate of 4.50% of mix i.e. 45.00 Kg. /

MT. including heating the asphalt and

aggregate by continuous batching drum mix

plant, transporting the mixed material by

tripper trucks and spreading the same by

Manually including providing equipment,

tools and plant, firewood, lubricant,

kerosene, oil, labour charges using

contractor’s own machineries drum mix

49 Item No- 49 Cat Eye/RoAD Stud/RPM : 10.00 No. 217.40

Supplying Raised pavement Marker made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic

lens(No glass bead lenes) 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

ASTMD 4280 Type H and complying to

specification of category A of MORTH

Circular No RW/NH/33023/10-97 - DO-III

dt 11.06.1997. The hight width and length

shall not exceed 20mm 130mm and 130mm

and with minimum reflective area of 13sqcm

on each side and the slope to the base shall be

35+/- 5 degree. The body of th marker should

having finger grip for easy and accurate

placement and application with

epoxy/bituminious Adhesive as

recommended by the manufacture of the

marker. The color of the marker should be as

per the IRC 35-2015 and as directed by

Engineer in charge.

50 Item No- 50 Providing labour at any site 20.00 Day 491.87

51 Item No- 51 Providing Flex Banour with 2.00 Sqft 20.20

lettering, logo and printing etc. as directed by

incharge Engineer.

52 Item No- 52 Providing photo graphy of 20.00 No. 50.50

any type of work at any site of taluka

including 1 copy 6" x 4" size photo copy.

as per directed by incharge Engineer.

53 Item No- 53 Providing Video graphy and 1.00 hour 3030.00

Photography with Normal camera and

Drone Camera of any type of work at any

site of taluka including 1 copy C.D./

D.V.D. as per directed by incharge

54 Item No- 54 Providing and fixing Number 6.00 Nos 306.14

plate of Marble plate stone of required size

set in C.M. 1:4 including finishing and

engeaving letters etc. completes.

55 Item No- 55 Citizen''s Information Board 1.00 No. 11282.81

- Providing and fixing of typical

MMGSY information board as per

instruction. Two ACP Sheets of 3 mm

thick, of 900 mm x 750 mm size fixed at

top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S.

angles shall be welded by two vertical

M.S. angle shall be welded by two

vertical M.S. angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes

posts duly embedded in cement concrete

M-15 grade blocks of 60 x 60 x 75 Cm,

below ground level. The letters & figure

of any shade reflectorised with High

Inensity Prismatic Grade Retro

Reflective Sheeting of Type-4 as per

ASTM D-4956 and latest MORTH

specifications; All section 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) Class-B High

intensity Grade Retro Reflective

56 Item No- 56 Providing and fixing Logo 1.00 No. 2617.74

Board of MMGSY diamond size (600 x

600mm) 16 gauge & board plate size

(900 x 250 mm) 16 guage thick M.S.

Plate and 2.40 meter deep length single

angle 75 x 75 x 6 mm size including

fitting in CC Block CC 1:2:4, 30 x 30 x

85 Cm including necessary excavation,

painting, lettering with luminious colour

as per drawing etc.

57 Item No- 57 Metal Beam Crash Barrier 20.00 Rmt 3468.34

Type - A, "W" : Metal Beam Crash

Barrier (Providing and erecting a "W"

metal beam crash barrier comprising of

mm thick corrugated sheet metal beam

rail, 70 cm above road/ground level, fixed

on ISMC series channel vertical post,

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

x 5 mm, 330 mm long complete as per

58 Item No- 58 Flood Guage Sign: Providing and 1.00 No. 3868.32

fixing sign boards made out of 3mm ACP

(Aluminum composite Panel); size 43x200 cms.

Rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

reflective sheeting of Type-4 as per ASTM D-

4956 and latest MORD Specifications; frame

fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality 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 60 Cms. for each

leg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original shall be submitted by

contractor. (A) Class-B High Intensity Grade

Retro Reflective sheeting

59 Item No- 59 Providing , layings, spreading 5.63 Cmt 1805.36

and compacting graded stone aggregate to

wet mix macadam specification including pre

mixing the material with water at OMC and

carriage of mix material by tipper to site

laying in uniform layers in sub base/base

course on a well preapred surface and

compcting with smoot wheel roller of 80 -

100 kn weight to achive desired density

including lighting baricading and maintance

of diversion etc as per clause no

60 Item No- 60 Providing and laying 37.50 mm. 2.81 MT 2649.29

thick bituminous grout base course with of

Asphalt VG-30 for tack coat at the rate of

2.50 Kg/10 Smt on WBM using B.T. stone

Aggregate as per required gradation with

asphalt of VG-30 grade at the rate of 1.99 %

i.e. 19.90 Kg/ M.T. by Weight by mix

including heating and mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller 80 to 100 KN Static Weight

as per MORT & H specification including

cost of all materials fuel, labours, tools and

plant etc using contractors own drum mix

plant etc. compl.

61 Item No- 61 Providing and laying 25 mm 1.97 MT 3385.67

thick premix open graded asphalt carpet

using 0.66 cm for one MT with M.C. Stone

agg. with of Asphalt & asphalt for tack coat

@ of 2.50 Kg/ 10 smt using asphalt 33.60 Kg

i.e. 3.36 % mixing by DMP & asphalt by the

same by paver finished with vibratory roller

80 to 100 KN static incl. Providing at

equipment tools and plants fireweed oil

Kerosene labour charge etc. comp. With

contractor an machineries drum mix plant

paver finisher etc. compl. By the Contractor.

62 Item No- 62 Providing & laying 1.01 MT 3633.48

bituminous 0.18 Cmt/ 10 smt Premix

Seal coat with machine crushed agg.

Using of VG-30 Asphalt 45.00 Kg of

bitumen per M.T. of mixed agg. i.e.

4.50 % per M.T. of mix by hot mix

plant and spreading the same by paver

finished and consolidation with

Vibratory roller incl. Providing all

equipment and tolls and plants

firewood oil kerosene labour charges

etc. comp.Incl. Flushing of sand @

0.30 cum / 100 smt.

63 Item No- 63 Supply of hot mix 1.58 MT 3461.02

materials for patch work with

gradation of B.T. material same as per

gradation of semi dense carpet

including using asphalt for tack coat

@ of 2.50 kg/ 10 smt & mixing @

35.00 Kg/M.T. including heating the

asphalt VG-30 and aggregate by

continuous batching hot mix plant and

supplying hot mix materials at site of

work as and where directed within

K.M. from plant site laying hot mix

materials by paver finisher and

consolidation with power road roller

and flushing sand at the rate of

Cmt. per 100 Sq.m. including

providing all materials, equipments,

T&P., Oil, kerosene, firewood, labour

charges etc. complete using

contractor's own machineries hot mix

plant and Paver finisher etc. complete.

64 Item No- 64 Supply of hot mix 1.13 MT 3094.21

material for patch work with gradation

of B.T. materials same as per gradation

of semi dense carpet including using

asphalt VG-30 for mixing 35.00 Kg/

M.T. including heating the asphalt and

aggregate by continuous batching of hot

mix plant and supplying hot mix

materials at site of work by dumper as

and where directed within 50 K.M.

from plant site including providing all

materials equipment T.&.P. oil,

kerosene, labour charges etc.

complete using contractor's own hot

mix plant and dumper etc. complete.

65 Item No- 65 A (i) Shape the pothole in square or 300.00 Smt 768.54

rectangle and remove all loose material. (ii)

Prepare the solution in the ratio of 1 kg silane

nano technology with 100 liter water (< 1000 ppm

TDS). Spray the solution 1 liter per sqm to make

water resistant pothole / patch.B. Prepare the

solution in the ratio of 1 kg silane and 200 liter

water (< 1000 ppm TDS). Spray the solution 5%

by weight of WMM mix in pug mill for treating

WMM mix. Transfer the silane treated mix to site

of work by contractors own tipper. Fill water

resistant WMM mix in pothole / patch in such a

way that top 50 mm depth remain empty for cold

mix filling. (change RA according to the depth of

pothole). C. Prepare and Spray the mixture of

kg silane : 200 kg CSS1 cationic bitumen

emulsion water based: 20 liter water (< 1000 ppm

TDS) at the rate of 1 liter per sqm on compacted

surface. D. a) Add 0.425 kg silane

nanotechnology in 85 kg of CSS1 cationic

bitumen emulsion water based under manual

stirring. Add 8.5 liter water (<1000ppm TDS)

means 10% of CSS1 bitumen emulsion in the

solution under manual stirring for improving

workability. (b) Pour the prepared bitumen

emulsion solution on 915 kg aggregates under

manual / mechanical mixing. (c) Fill and spread

the cold mix in pothole / patch area. Compact the

mix using mechanical roller or plate compactor.

E. Spray mixture of 1 kg silane : 200 kg CSS1 :

20 liter water (< 1000 ppm TDS) at the rate of

liter per sqm followed by spreading of stone dust

Rs. Twenty Two Lacs Forty One thousand Four Hundred Seventy One & Paisa Sixty Three Only

I/We am / are wolling to carry out the work at

wrriten in figures and words) of the estimated rate mentioned above. Amount of my/ our tender works

*Estimated Amount *Estimated Amount

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

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Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Ahmedabad Ahmedabad