Road

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and Grubbing road land including 2.32 28393.04 Hect.

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

Disposal of Uunserviceable Materials (C) By

Mechanical means in Area of Light Jungle.

2 Box cutting the road surface to proper slope 1858.00 104.20 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50 Mt.lead.

3 Dismentaling the existing structure including 324.00 886.05 Cum

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

4 Scarifying gravelled macadam or bitumen 11738.00 39.62 Sqmt

macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road

side and disposing off remaining stuff.

5 Earthwork for embankment including breaking 4609.00 126.68 Cum

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 Land

Width (upto 10 ton)

6 Providing, laying, and compacting Quarry 926.00 390.83 Cum

spall for Road side shoulders including

spreading in uniform thickness, including

rolling with vibratory roller 80-100 kN static wt.

to proper grade and camber including

watering etc. complete.

7 Construction of granular sub - base by 692.00 1055.59 Cum

providing granular material of Grading-II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

8 Providing, laying, spreading and compacting 707.00 1234.22 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including

spreading in uniform thickness, handpacking,

rolling with 3 wheeled steel / vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening /

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting to

the required density.

9 Providing and applying Tack coat, using VG- 23989.00 12.12 Sqmt

30 bitumen at the rate 2.5 kg. / 10 sq.m. on

B.T. surface including cleaning the surface

etc. complete

10 Providing & laying 37.50 mm thick Bituminous 2103.00 1916.39 M.T.

grout base course 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. including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller as per MORT&H specification

including cost of all materials fuel, labours,

tools and plant etc using contractors own

drum mix plant etc. comp.

11 Providing & laying 37.50 mm thick Bituminous 1980.00 2634.60 M.T.

macadam with VG-30 for tackcoat @ 2.50 kg/

10 smt on BT surface using B.T. stone

aggregate as per required gradation with

asphalt of VG-30 at the rate of 3.40 %i.e.

Kg/M.T. by weight mix including heating &

mixing in drum mix plant transporting the mix

spreading the same by paver finisher and

consolidation by vibratory roller as per

MORT&H specification including cost of all

materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

12 Providing & laying 20 mm thick premix seal 1221.00 3196.77 M.T.

surfacing using specified graded machine

crushed aggregates with VG-30 grade

bitumen at the rate of 5.1% i.e. 51.0 Kg/M.T.

by weight mix including heating & mixing in

drum mix plant transporting the mix spreading

the same by paver finisher and consolidation

by vibratory roller as per MORT&H

specification including cost of all materials

fuel, labours, tools and plant etc. comp. and

flushind sand @ rate of 0.30 cmt/ 100 smt.

13 Providing and fixing ordinary Kilometer stone of 9.00 1290.57 No.

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

reinforcement as per I.R.C. type design in C. C.

1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)

14 Providing and fixing Hectometer as per I.R.C. 31.00 356.50 No.

type design including painting, lettering etc.

complete. (ii) Fixing in C. C. 1:5:10

15 Providing and fixing indicator stone of approved 436.00 343.27 No.

stoneas per I.R.C. type design in C.C. 1:4:8

including white washing etc. complete. (ii) Fixing

16 Providing and fixing guard stone as per I.R.C. 159.00 349.11 No.

type design including white washing etc.

complete.(ii) Fixing in C.C. 1:5:10

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

17 Cautionary Warning Sign :-Providing and fixing 16.00 3906.19 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle 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 refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

3.6 mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of

35 x 35 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 blockof size 45 x 45 x

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 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

18 Facility Informatory Sign :-Providing and fixing 16.00 3990.64 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 60 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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6 mtr

long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and 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 blockof 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 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. (B) Class-B Type-4

Retro Reflective sheeting.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Regulatory / Mandatory Sign :-Providing and 16.00 3540.12 No.

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle 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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of Iron Angle 75 x 75 x 6mm /

NB Circular MS Pipe as required and 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 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. (B)

Class-B Type-4 Retro Reflective sheeting.

20 Providing and fixing Junction board of M.S. 10.00 5236.70 No.

plates and angles as per standard I.R.C. design

including fixingin C.C.1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 Chevron sign :-Providing and fixing sign boards 35.00 3711.75 No.

made out of 1.5 mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50cm

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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr

long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x

x 3 mm; painted with bestquality 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 blockof size

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

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. (A) Class-B Type-4 Retro Reflective

22 Hazard Marker Sign :-Providing and fixing sing 16.00 3518.69 No.

boards made out of 2mm aluminium sheet; size

90 x 30cms. rectangle as as per the

design/drawing attached (IRC) pretreated 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings The fixing at site shall be in 1:2:4

CC block of size 45x45x 60cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR)...

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

23 Citizen' s information Board- Providing and 2.00 12266.60 No.

fixing of typical Kisanpath 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

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

and Annexure 1700.1 (10.16)

24 MMGSY "LOGO" Board : Providing and fixing 2.00 4677.85 No.

of MMGSY LOGO informatory sign board with

Logo as per section 1700 of MORD

specifications and drawing. The board will be

a composite unit consisting of Two Plates of

ACM (Aluminum Composite Material),

material specifications as per clause 17001.3.

The top most plate will be of 3mm ACP in

diamond shape of 600x600mm size, riveted

with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The Lower plate will be of 4mm ACP of

1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have

plain surface on one side. The angle iron

frame of Both the plates will be welded to a

75mm x75mmx6mm Mild steel post at Centre

and this post will be embeded in cement

concrete M15 grade block of

450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level. The

spacing between the diamond shaped plate

and Lower Plate is kept 150mm. MMGSY

logo, letters and numerals on the ACM should

be made up of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest

MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

25 MMGSY Project Information Board: Providing 2.00 8752.96 No.

and fixing of typical PMGSY Project

informatory sign board with Logo as per

of MORD specifications and drawing. The

board will be a composite unit consisting of

Three Plates ACM (Aluminum Composite

Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size,

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be

1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower most plate

will be 1500mmx600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size.

Riveting of all the sheets over angle and flat

iron frame will be done neatly to have plain

surface on one side. The angle iron frame of

lower most plate and flat iron frame of the

middle plate will be welded to two nos. 75mm

x75mm (12 SWG) sheet tubes posts placed at

1125mm apart centre to centre. the top of the

middle plate will be flushed with the top of

75mm dia medium steel tube posts and these

posts will be embeded in cement concrete

M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the

lower plate will be 1200mm from normal

ground level and the bottom of the middle

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

26 Road marking with hot applied thermoplastic 1620.00 367.72 Sqmt

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 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.

27 Cat Eye / Road Stud / RPM: Supplying of 2492.00 326.23 No.

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

moulded body and reflective panels with micro

prismatic 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 +/-

mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf.

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

manufacturers recommendation and The color

of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

28 A Providing and erecting a Single "W" metal 60.00 4693.70 Rmt

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 2.0 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 ,Fixed in M-25

Grade Concrete 1.1 x 0.5 x 0.5 complete as

per clause 810. Reflector type-4 class - B

High Intensity grade at Every Post as per

drawing complete as per clause

29 Excavation for foundatiuon upto 1.5 m depth 1275.00 241.79 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

30 Providing and filling in foundation with 908.10 3245.56 Cum

ordinary cement concrete M- 100 mix

including formwork, vibrating, ramming and

curing complete. (A) Foundation and plinth

31 Supplying and fixing reinforced concrete 120.00 3446.50 Rmt

heavy duty non pres-sure pipes with collars

for culverts incl. Setting and joining the pipes

in C.M. 1:2 watering & laying (two level or

slope ) of 900mm dia. NP3 pipe internal

diametre of IS 458 /

32 Providing and filling in foundation with 1816.70 3818.81 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

33 Providing TMT Bar FE 500/500D 4174.00 76.21 Kg.

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

34 Providing Kachha Diversion may be 6.00 5050.00 No.

necessary for traffic and maintaining the same

for the period as may be necessary as

directed by engineer in charge.

35 Dismentalling the existing structure including 7.00 5050.00 No.

removing & stacking the dismentalled

materials as and where directed

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

36 Providing and laying contolled cement concret 1459.00 5388.59 Cum

M-30 and curing complete including

compacting with surface mechanical vibrator,

mechanical floater, chanelling formwork,

grooving including providing dowel bar, tai

bar, expantion joint and construction joint

including filling asphalt filler joint as per

instruction of Engineer in charge

37 Compaction and finishing of cement concrete 7293.00 73.14 Sqmt

road by trimix process providing extra labour

charges for the trimix vaCum dewatering

service process on cement concrete road

surface by using vaCum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

38 Providing and adding & laying surface 2188.00 15.15 Kg.

Hardener in Cement Concrete grade - M-25 at

the rate of 3.0 Kg / 10 Sqmt & spreading on

flooring as per directed and instructed by

Engineer in Charge etc. comp.

39 White washing with lime on wall surface (two 1290.00 12.09 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

40 Dismentalling the existing structure including 1.00 50500.00 No.

removing & stacking the dismentalled

materials as and where directed

41 Marking out the centre line of the bridge & 1.00 15150.00 Job

various other component structure &

complete lining out & leveling with the

theodolites, levels, including constructing and

establishing necessary bench marks etc.

complete as directed.

42 Excavation for foundation in sand,gravel clay, 1041.00 486.77 Cum

soft soils and murrum etc. including sorting,

strutting & dewatering as necessary and

disposing the excavated stuff as directed. (A)

Depth upto 3.0 M.

43 Excavation in large boulders and soft rock by 599.00 682.44 Cum

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

44 Providing and fixing mild steel dowel bars of 36.00 448.27 Rmt

minimum 32mm dia. for anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing

and as directed.

45 Providing and casting in-situ ordinary 955.00 4189.48 Cum

cement concrete M-200 mix and providing

necessary pin headers including shuttering,

scaffolding laying vibrating, curing and

finishing complete without V-grooves.

46 Providing TMT Bar FE 550D reinforcement for 22711.50 94.99 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

47 Providing and casting in situ controlled 31.00 5200.49 Cum

cement concrete M-250 for RCC work in pier

caps / Abutment caps & Dirt wall including

ordinary cement concre-te M-250 bed block

or pedestal of required size below bearings

as per detailed drawings centering, shuttering,

scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

48 Providing and casting in situ controlle 129.50 5423.70 Cum

cement concrete M-300 for R.C.C. solid slab

including centering, scaffolding, curing and

finishing complete.

49 Providing and casting in situ controlle 20.60 6547.83 Cum

cement concrete M-400 for RCC Crash

Barriar including curing and finishing

50 Providing and laying rubble for appron (each 163.00 1041.05 Cum

stone weighting not less than 40Kg.) including

and packing and filing in the interestices with

quarry-spalls.

51 Providing and casting in situ controlle 32.50 5547.93 Cum

cement concrete M - 400 for average

mm. thick Wearing coat laid as directed

including tamping, vibrating, finishing, curing,

and filling in joints with bitumen complete.

52 Providing and casting in - situ controlle 57.30 5246.95 Cum

cement concrete M-300 for approach slab.

53 Providing and fixing in position mild steel 18.00 339.88 No.

32 mm dowel bars in pier caps for anchorage

in fix end as per detailed drawing including

cutting , bending & welding complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

54 Providing and fixing in position mild steel 18.00 396.27 No.

32 mm dowel bars in pier caps for anchorage

in free end as per detailed drawing including

cutting , bending & welding complete.

55 Providing & laying filter media 600 mm thick 1299.00 1180.34 Sqmt

as directed at the back of abutments and

returns and wing wall as per detailed

specification.

56 Providing and laying weep holes in 703.00 45.81 No.

abutments and return by using PVC

pipes of 100 mm. diameter including laying

in proper grade and jointing etc.complete as

per detailed drawings.

57 Providing 12 mm thick pre-moulded asphalt 31.50 702.12 Sqmt

filler joints as per drawing.

58 Provding P.V.C. 100 mm diameter water 20.00 159.37 No.

spouts including necessary iron gratings as

per drawings.

59 Providing and fixing tar papper bearing ,shall 46.00 151.50 Sqmt

be provided between abutment / pier cap and

60 Providing flood gauge marks on sub structure 11.00 159.08 Rmt

as per design including painting complete.

61 Wall painting (three coats) with Plastic 140.00 119.42 Sqmt

emulsion paint of approved brands like Apex

or equivalante and manufacture on

undecorated wall surfaces to give an even

shade including thorougnly brushinf the

surface free from mortar droppings and other

foreign matter and sand papered smooth. (

Black & White Strip )

62 Providing diversion of road 3.75 mt width for 150.00 6795.09 Rmt

structure by providing & spreading Earthwork,

200 mm Unscreen GSB, 200mm GSB-II and

20 mm MSS. The Length of road is depend on

site condition etc as directed by Engineer in

Charge. (The diversion shall be maintainance

& repair in all weather season. No any extra

payment shall be made for maintainance &

repair work of diversion)

63 Providing and casting in-situ controlled 182.00 4549.01 Cum

cement concrete M 250 for R.C.C raft and cut

off walls including necessary shuttering, laying

vibrating, ramming and curing complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

64 Providing and casting in-situ controlled 3.10 4814.49 Cum

cement concrete M-250 for kerb/kerb blocks

including formwork, curing and finishing

65 Providing and placing in position FE 500/500D 18.30 73217.53 M.T.

bar reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing.

66 Providing and fixing post and pipe railing as 35.00 1202.80 Rmt

per detailed drawing including 3 coats of

painting to steel works complete.

67 Providing and filling sand behind abutments 185.00 538.85 Cum

and between returns in layers as directed.

Total Rs.

Rupees Five Crore TwentySix Lakh Four Thousand Eight Hundred FourtyTwo and Paisa

EightyOne Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net 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 Dismentalling of Credit materials amounting of Rs. -713484.45 must be recovered from

Contractor's respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division

Kapadwanj Nadiad