Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 2.88 Hect. 28393.04

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 Box cutting the road surface to proper slope and camber for 1155.00 Cum 104.21

making a base for road work including removing the excavated

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

lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 3402.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of cutting with all required

lead and lift.

4 Scarifying gravelled macadam or bitumen macadam surface 6cm 21120.00 Sq.m. 39.63

to 10 cm depth including stacking useful materials on road side

and disposing off remaining stuff.

5 Providing, laying and spreading Granular sub base (Grade-I) by 445.00 Cum 1258.46

providing close graded MCBT material in single layer with motor

grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desired density etc. completed.

6 Providing & laying compacted WBM Grading-II using MCBT metal 7465.00 Cum 1708.92

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm 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.

7 Earthwork for embankment including breaking clods, dressing with 6148.38 Cum 182.43

all lead and lift including rolling with power roller, watering and

consolidation from borrow pits within land width.

8 Providing and laying quarry spaull of approved quality including 1728.00 Cum 1057.47

spreading, watering, consolidation with vibratory roller as per

MORTH specification including loading and unloading etc.

9 Providing and laying bituminous grout 37.5mm thick with asphalt 5280.00 M.T. 2660.34

of grade VG-30 at the rate of 1.99% by weight of mix for mixing @

4.00 kg/10 sq.mt. for tack coat using B.T. chips of required

gradation including cleaning and heating asphalt premix materials

by hot mix process in proper gradation and laying with paver

finisher and consolidation by roller of 8 to 10 tonnes including cost

of all materials, asphalt aggregates, labour charges, royalty

charges etc. completed as directed including flushing key

aggregate @ 0.13 cum/10 sq.m.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Providing and laying 37.5 mm compacted thick Bituminous 5808.00 M.T. 3102.72

Macadam with B.T. aggregate as per MORT& H specification &

bitumen grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total

weight of mix including heating & mixing the aggregate & asphalt

in continuous batching mix plant and spreading the same by paver

finisher & consolidation with vibratory roller including providing all

materials equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery

drum mix plant & paver finisher etc. complete in accordance with

the requirement of specification including providing and laying

uniformly tack coat (2.5 Kg/10 Sq.m.)

11 Providing and laying 20 mm thick mix seal surfacing using stone 3238.00 M.T. 3680.44

chips as per gradation asphalt VG-30 (60-70) for mixing at the rate

of 51 Kg/M.T. (5.10%) of mix including heating the asphalt and

aggregate by continuous batching of hot mix plant and spreading

the same by paver finisher and consolidation with vibratory roller

80-100 K.N. static weight including the cost of labour charges, oil,

kerosene, lubricants etc. complete using contractor's own

machinery and plant etc. complete.

12 Providing and fixing ordinary kilometer stone of approved hard 15.00 No. 704.34

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For ODR, V.R.)

13 Providing and fixing Hectometer stone as per I.R.C. type design 60.00 No. 356.50

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

14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 3.00 No. 1935.15

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

C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,

S.H. and M.D.R.)

15 Providing and fixing Guard stone as per I.R.C. type design 500.00 No. 349.11

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

16 Hazard Marker Sign :- Providing and fixing sign boards made out 36.00 No. 3518.69

of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite

panel) size 90 x 30 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 Micro Prismatic Grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 1.8mtr long stand post of 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 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 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 con

(B) Class-B Type-4 Retro Reflective sheeting

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Village Name / Bump Ahead Sign :- Providing and fixing sign 36.00 No. 6397.44

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 90 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 Micro Prismatic Grade

retro reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. specifications; 3.3mtr long stand post of 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 best quality

epoxy coatings in black and white bends. The details of symbol or

inscription/letters / 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 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

18 Direction (Junction) Sign :- Providing and fixing sign boards made 12.00 No. 21287.51

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 244 x 122 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 Micro Prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm /

65NB Circular MS Pipe as required 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 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

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

19 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23062.34

information board as per instruction. Two M.S. plate of 1.6mm

thick of 900mm x 750mm size fixed at top and bottom duly welded

with M.S. angle with angles of 25 x 25 x 5mm thick M.S. plate shall

be welded by two vertical M.S. flat and four horizontal M.S. flats

5mm thick to 75mm x 75mm of 12 SWG square tube posts duly

embedded in cement concrete M-15 grade C.C. blocks of 600 mm

x 600mm x 750mm below ground level. Painting new letters and

figures of any shade with ready mixed synthetic enamel paint of

superior quality in required shade and coloured, all sections of

frame joints and steel tube will be painted with primer and two

coats of epoxy paint as per drawing clause 1701 & Annexure

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

20 Road marking with hot applied thermoplast compound with 3530.00 Sq.m. 367.73

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

21 Supply & fixing logo board of MMGSY diamond size (600mm x 2.00 No. 4129.89

600mm) 16 gauge & board plate size (900mm x 250mm)

gauge thick M.S plate and 2.40 mt. deep length single angle 75 x

75 x 6 mm size including fitting and painting lettering with

luminous color as per drawing etc. complete.

22 Cautionary Warning Sign :- Providing and fixing sign boards made 36.00 No. 3906.19

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

panel) size 90 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 Micro Prismatic grade

retro reflective sheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 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 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

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

23 Informatory Warning Sign :- Providing and fixing sign boards 12.00 No. 3990.65

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 80 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 Micro Prismatic Grade

retro reflective sheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of 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 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

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 420.00 Rmt. 3354.21

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

25 Chevron sign :- Providing and fixing sign boards made out of 90.00 No. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite panel)

size 60 x 50 cm 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 Micro Prismatic grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest M.O.S.T. Specifications;

3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required 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

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.

26 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks 3290.00 No. 217.41

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

distance and shall support a load of 13635 Kgs. tested in

accordance to ASTM-D 4380 Type H and complying to

specifications of Category-A of MORTH Circular No.

RW/NH/33023/10-97-DO in Dt. 11.06.1997. The height, width and

length shall not exceed 20mm, 130mm and 130mm and width

minimum reflective area of 13 Sq.cm on each side and slope to

the base shall be 35 +/- 5 degrees. The strength of detachment of

the integrated cylindrical shanks (of diameter not less than 19 +/-

2 mm) and height not less than 30+/-2mm) from the bode is to be

a minimum valve 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 manufacture's recommendations and

the colour of the marker should be as per the IRC 35-2005 and as

directed by engineer in charge.

27 Excavation for foundation up to 1.50 mt. depth including sorting 2578.00 Cum 160.06

out and stacking of useful material and disposing off the

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

28 Excavation for foundation for depth from 1.50 mt to 3.00 mt. 223.00 Cum 486.77

including sorting out and stacking of useful material and disposing

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

29 Excavation for foundation for depth from 3.00 mt to 5.00 mt. 18.00 Cum 571.09

including sorting out and stacking of useful material and disposing

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

30 Excavation for foundation in sand, gravel, clay soft soils and 262.00 Cum 486.77

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed. (A) Depth upto

3.0 M. and lead upto 100m for 10 MT.

31 Providing and laying in foundation with ordinary cement concrete 1063.00 Cum 3105.12

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

32 Providing and casting in situ ordinary cement concrete M-150 mix 1754.00 Cum 3678.42

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-groove (A) height 0.0 to 5.0 mt.

33 Supplying and fixing reinforced concrete heavy duty non-pressure 232.50 Rmt. 6596.20

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.

class NP-4 of 1200mm internal diameter.

34 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D reinforcement 17838.00 Kg. 76.22

for R.C.C. work including binding, bending and placing in position

complete upto floor two level.

35 White washing with lime on wall surface (two coats) to give an 647.00 Sq.m. 12.09

even shade including thoroughly booming the surface to remove

all dirt, dust, mortar drops and other foreign matter.

36 Providing and casting in situ ordinary cement concrete M-250 mix 770.00 Cum 4318.76

with Trimix C.C. Road laid as directed including vibrating, curing

and filling in joints with bitumen complete.

37 Supplying, fixing and joining reinforced concrete heavy duty non- 70.00 Rmt. 1028.03

pressure pipes carrying Indian Railway standard with collars for

culverts carrying heavy traffic as per Indian Railway standard

specification including setting and joining the pipes in C.M. 1:2

watering and laying (to level or slopes) of I.S. class NP-4 of

300mm internal diameter.

38 Providing and casting in situ ordinary cement concrete M-250 for 471.00 Cum 4318.76

average 100mm thick wearing coat laid as directed including

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

39 Providing and fixing in position steel bar reinforcement of I.S.I. 26.00 M.T. 72601.87

mark steel grade Fe-550D (T.M.T.) including cutting, bending,

hooking, tying, welding etc. complete as per detailed drawing and

specification (A) Wearing coat.

40 Providing and casting in situ ordinary cement concrete M-150 for 22.00 Cum 3678.42

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

vibrating, ramming and curing complete.

41 Providing and casting in situ controlled cement concrete M-250 for 82.00 Cum 4374.57

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

vibrating, ramming and curing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

42 Providing and laying in foundation with ordinary cement concrete 481.00 Cum 4374.57

M-250 & providing necessary vertical pin headers in including

shuttering, scaffolding, laying, vibrating, curing and finishing

complete without V-groove (height 0 to 5 mt.)

43 Providing and casting in situ controlled cement concrete M-250 for 780.00 Cum 4946.89

R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary laying, vibrating, curing and finishing

complete (A) Height from 0.0 to 5.0 mt. (1) Piers (2) Abutment (3)

R.C.C. return.

44 Providing and casting in situ controlled cement concrete M-250 for 40.00 Cum 5025.07

R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

45 Providing and casting in situ controlled cement concrete M-250 for 192.00 Cum 5106.66

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

finishing complete.

46 Providing and casting in situ controlled cement concrete M-40 for 30.00 Cum 5373.30

average 100mm thick wearing coat laid as directed including

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

47 Providing and casting in situ controlled cement concrete M-250 for 15.75 Cum 4554.09

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

finishing complete.

48 Providing and laying in position I.S.I. mark T.M.T. Fe-500D 3.238 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying

completed as per detailed drawing. Abutments returns.

49 Providing and placing in position I.S.I. mark Fe-500D bar 21.994 M.T. 72601.87

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing (A) Solid slab.

50 Providing P.V.C. 100mm diameter water spout including 8.00 No. 159.37

necessary grating as per drawing 0.50 per length.

51 Providing 12mm thick asphalt filler joint as per drawing. 15.12 Sq.m. 702.13

52 Providing and laying weep hole in abutment and returns by using 777.00 No. 82.57

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

53 Providing and laying filter media 600 mm thick as directed at back 430.00 Sq.m. 1180.34

of abutment, returns and wing walls as per detailed specifications.

54 Filling available excavated earth (excluding rock) in trenches, 1204.00 Cum 130.40

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

55 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 24.00 No. 339.88

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 24.00 No. 396.28

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

57 Reinforced cement concrete crash barrier (Provision of an 118.00 Rmt. 9542.48

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians, constructed

with M-400 grade concrete with TMT Corrosive Reinforcement

Steel (CRS) 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 directed by the Engineer, all as

specified).

58 Providing and filling sand behind abutment & between returns in 315.39 Cum 445.41

layers as directed etc. complete.

59 Providing and laying rubble for apron (each stone weighting not 30.48 Cum 1041.05

less than 40 Kg.) including and packing and filing in the interstices

with quarry spalls.

60 Demolition of brick work and stone masonry including stacking 23.33 Cum 1030.76

serviceable material and disposal of unserviceable material with

all lead and lift. (i) R.C.C. work.

61 Demolition of brick work and stone masonry including stacking 36.00 Cum 536.09

serviceable material and disposal of unserviceable material with

all lead and lift. (ii) Cement mortar.

62 Removal of NP2 - 900mm dia. pipe including stacking serviceable 15.00 Rmt. 60.60

material on site of work as directed.

63 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 4685.19

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.

class NP-4 of 900mm internal diameter.

64 Providing, laying and rolling 25 mm thick open graded premixed 21.00 M.T. 2884.56

bituminous carpet with B.T. aggregate as specified and using

bitumen (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 vibratory 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.

65 Providing and laying seal coat with B.T. aggregate as specified 11.00 M.T. 3397.64

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

66 Providing and laying evenly tack coat using rapid setting emulsion 394.00 Sq.m. 21.32

(RS-1) material at the rate of 2.50 kg/10 sqm on road surface

using emulsion pressure sprayer including the cost of all labour

materials, heating, machinery & equipment.

67 Providing and laying evenly priming coat using low viscocity liquid 394.00 Sq.m. 13.54

bituminious emulsion SS1 of IS-8887 material at the rate of

kg/10 sqm on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour and materials & equipment

etc. complete.

TOTAL Rs.

i.e. Rs. Nine Crore Ninety One lacs Thirteen thousand Three hundred Eighty Seven and Thirty Three paisa

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 reuse and dismantalled materials of amount of Rs. 2,77,675.97 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,

Ankleshwar Bharuch Bharuch