Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart Road in RUDA Area.

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Demolition of Brick work and stone masonry

including stacking of serviceable materilas and Rupees Five

disposal of unserviceable materials with all lead and Hundred

lift.(ii) In Cement Mortar. EightyNine Paise

Demolition including stacking of serviceable

materilas and disposal of unserviceable materials Rupees One

with all lead and lift. (i) R.C.C. work Thousand One

2 290.00 CUM 1133.89 Hundred

ThirtyThree Paise

EightyNine Only

Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and Rupees

trees girth up to 300 mm removal of stumps of trees TwentyEight

3 2.64 HECTOR cut earlier and disposal of unserviceable materials 28455.09 Thousand Four

(C) By mechanical means in area of light jungle Hundred FiftyFive

Paise Nine Only

Box cutting the road surface to proper slope and

camber for making a base for road work including Rupees One

removing the excavated stuff and depositing on the Hundred

road side slope as directed upto 50Mt.lead. ThirtyFour Paise

Earthwork in cutting including preparing the slope

and camber andstacking or utilising the cutting stuff Rupees Two

in bank as directed upto 200 Meters from the end of Hundred

5 90.00 Cum cutting with all lead and lift.(i) Hard murrum. 272.97 SeventyTwo

NinetySeven Only

Earthwork in cutting including preparing the slope

and camber andstacking or utilising the cutting stuff Rupees Two

in bank as directed upto 200 Meters from the end of Hundred Ninety

cutting with all lead and lift.(ii) Soft rock not requiring Paise FourtyEight

Earthwork for embankment including breaking

clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in Rupees One

layers at O.M.C. to required dry density including Hundred

filling the depression which occur during the process EightySix Paise

using power roller 8T to 10T.(E) From Borrow area ThirtyNine Only

within 3.0KM. lead

Providing Supplying Stacking and Spreading of side

shoulder Hard murrum on road site including, rolling Rupees Three

8 2870.00 CUM of watering etc. complete as directed. 324.00 Hundred

TwentyFour Only

Providing and laying granular sub-base Grade-I

C.B.R. not less than 30% by providing close graded

materials, consisting of B.T. crushed stone

aggregates 53 mm to 9.5mm @ 50%, 9.5mm to

2.36mm @ 20%, 2.36 mm to below @ 30% coarse

sand combination and stone dust/grit spreading in

9 4500.00 CUM uniform layers with motor grader on prepared 942.50

FourtyTwo Paise

surface, mixing by mix in place method with

rotovator at O.M.C. to required dry density including

filling the depressions which occred during the

process using vibratory roller 8-T to 10-T complete

as per Clause-401.

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Providing and laying 250 mm thick Wet mix

macadam (W.M.M.) using machine crushed black

trap aggregate of 40 to 50 mm size in the material

as per MORT & H specification including premixing

the material with water at OMC in mechanical mix

10 4820.00 CUM plant, carriage of mixed material by tippers to site, 1562.00

laying in uniform layers with paver in sub base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

Construction of dry lean cement concrete Sub- base

over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content Rupees One

not to be less than 150 kg/ cum, optimum moisture Thousand Eight

11 300.00 CUM content to be determined during trial length 1852.52 Hundred FiftyTwo

construction, concrete strength not to be less than Paise FiftyTwo

10 Mpa at 7 days, mixed in a batching plant, Only

transported to site, laid with a paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing.

Construction of un-reinforced, dowel jointed, plain

cement concrete pavement (concrete Grade M-35)

over a prepared sub base with 53 grade cement @

440 kg per cum, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a Rupees Six

batching and mixing plant as per approved mix Thousand Five

design, transported to site, laid with a fixed form or Hundred

12 400.00 CUM slip form paver, spread, compacted and finished in 6573.73 SeventyThree

a continuous operation including cost of contraction, Paise

expansion, construction and longitudinal joints, joint SeventyThree

filler, 200 micron separation membrane, sealant Only

primer, joint sealant, debonding strip, dowel bar, tie

rods, admixtures as approved, curing compound,

finishing to lines and grades as per drawing.

Providing and applying primer coat with bitumen

emulsion(slow setting type) on prepared surface of

granular Base including clearing of road surface and Rupees FiftyEight

13 13740.00 SQMT spraying primer at the rate of 0.60 kg/sqm using 58.00

mechanical means.(As Per MoRTH-502)

Providing TMT Bar FE 500D reinforcement for

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

14 10000.00 Kg in position complete upto floor two level 76.52 SeventySix Paise

Providing and applying tack coat with bitumen

emulsion (repid setting type) using emulsion

15 13260.00 SQMT pressure distributor at the rate of 0.20 kg per sqm 10.00 Rupees Ten Only

on the prepared bituminous/granular surface

leaned with mechanical broom

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Providing and Laying 100 mm thick Dense

Bitumenous Macadam (Grading-2) in two layer by

heating crushed stone aggregate having gradation

as per MORTH specification & mixing with Bitumen

VG-40 @45 kg/MT by weight of total mix in Batch

mix plant, spreading the mix by sensor paver

finisher on existing BT surface using tack coat of

16 3228.00 MT Emulsion RS-1 @2.5 kg/10 sqmt to required grade, 3374.00

level and alignment, rolling with vibratory roller to

SeventyFour Only

achive desired compaction including necessary

machineries, equipments, tools,oil, firewood, labour

etc. complete. (using contractor's own hot mix plant

and machineries)

Providing and Laying 40 mm thick Bitumenous

Concrete Grading-2 in one layer by heating crushed

stone aggregate having gradation as per MORTH

specification & mixing with Bitumen VG-40 @54

kg/MT by weight of total mix in Batch mix plant,

spreading the mix by paver finisher on existing BT

17 1300.00 MT surface grade, level and alignment, rolling with 3736.00

Hundred ThirtySix

vibratory roller to achive desired compaction

including necessary machineries, equipments,

tools,oil, firewood, labour etc. complete.(using

contractor's own hot mix plant and machineries)

Road marking with hot 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 Rupees Three

patta. The white color marking should provide Hundred

18 1966.00 Sqmt liminance coefficinet on cemend road shalll be min 367.72

SixtySeven Paise

130 mcd/m2/lux and Asphalt road shall be min 100 SeventyTwo Only

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

DISTANCE INFORMATORY SIGNS Providing and

fixing Distance informatory sign boards made out of

2mm thick alluminium sheet size 180x120cms.

rectangle as per the design 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 sheeting

as per latest MOST specifications, letters and Rupees Eighteen

numerals should be as per I.R.C.-30-1968, 3.1m Thousand Two

19 4.00 Nos long (2-Nos.) Stand Post and frame may be 18254.19 Hundred

fabricated either from iron angle of 50x50x5mm, 75 FiftyFour Paise

x 75 x 6mm as required, painted with best quality Nineteen Only

epoxy coatings in black and white bends. The fixing

at site shall be in 1:2:4 C.C. blocks of size 45 x 45 x

60cms. For each leg including excavation, curing

etc. complete under the supervision of the Engineer-

in-charge. (High Intensity Grade)

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

VILLAGE NAME BOARDS Providing and fixing road

sign boards made out of 2mm alluminium sheet size

90x60cms. rectangle as per the design of TRC-67-

1977. Preptreated with phospheting process and

acid etiching, 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

numericals should be as per I.R.C. 30-1968, 3.10m Rupees Six

long (2-Nos.) stand post and frame, fabricated from Thousand Three

suitable size iron angle of 50 x 50 x 5mm, painted Hundred

with best quality epoxy coatings in black and white NinetySeven

bends. The details of symbol or inscription/numerals Paise

for each board shall be as per the instructions of FourtyThree Only

Engineer-in-charge. 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 the Engineer-in-charge. (High

Intensity Grade)

Route sign BOARDS Providing & fixing route sign

boards made out of 2mm alluminium sheet size

60x45 cms. Rectangle plus 30x25 cms. Additional

plate as per the attached drawing (IRC). 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 sheeting

as per latest MOST specification 3.1M long stand Rupees Three

post and frame fabricated from iron angle of Thousand Eight

21 4.00 NOS 35x35x3mm 75x75x6 mm as required painted with 3842.20 Hundred

best quality epoxy coatings in black and white FourtyTwo Paise

bends. The details of numerals for each board shall Twenty Only

be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 C.C. block of size

45x45x60 cms for each leg including excavation,

curing etc. complete under the supervision of the

Engineer-in-charge. (High Intensity Grade)

PLACE IDENTIFICATION SIGN BOARDS Providing

and fixing Place identification boards made out of

2mm alluminium sheet size 150 x 190cms.

rectangle as per the design of IRC 67-1977 pre

treated with phospheting process & acid etching

coated with one coat of epoxy primer and coated

with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective

sheeting as per latest MOST specifications, Letters

and numericals should be as per I.R.C. 30-1968,

letters and numerals be as per IRC-30-1968, 3.10m Rupees Twelve

long (2-Nos.) stand post and frame, fabricated from Thousand Three

22 4.00 NOS suitable size iron angle of 50 x 50 x 5mm, 75 x 75 x 12341.52 Hundred

6 cms. As required, painted with best quality epoxy FourtyOne Paise

coatings in black and white bends. The details of FiftyTwo Only

symbol or inscription/numerals for each board shall

be as per the instructions of Engineer-in-charge.

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 the

Engineer-in-charge. (High Intensity Grade)

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

DIRECTION SIGN BOARDS (JUNCTION BOARDS)

Providing and fixing Direction sign boards made out

of 2mm alluminium sheet size 244x122cms.

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-

23 2.00 NOS 21287.51 Hundred

reflective sheeting as per latest M.O.S.T.

specifications, Letters and numericals should be as

per I.R.C. 30-1968, 3.10m long (2-Nos.) stand post

and frame, fabricated from suitable size iron angle

of 50 x 50 x 5mm, 75 x75 x 6cms as (High Intensity

Give Way Sign board Providing & fixing Give Way

Sign boards made out of 2mm alluminium sheet

size 90x90x90 cms. Equiletral tringle (inverted) 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 MOST Specification, 3.1M Rupees Three

Long stand post and frame fabricated from suitable Thousand Nine

24 4.00 NOS size iron angle of 35x35x3 MM, 75x75x6mm as 3906.19 Hundred Six

required, painted with best quality epoxy coatings in Paise Nineteen

black and white bends. The fixing at site shall be in Only

1:2:4 C.C. block of size 45x45x60 cms. For each leg

including excavation, curing etc. comp. under the

supervision of Engineer-in-charge (High Intensity

Informatory Sign board Providing & fixing

Informatory Sign boards made out of 2mm

alluminium sheet size 80x60 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 MOST Specification, 3.1M

Long stand post and frame fabricated from suitable Rupees Three

size iron angle of 35x35x3 MM, 75x75x6mm as Thousand Nine

25 6.00 NOS required, painted with best quality epoxy coatings in 3990.64 Hundred Ninety

black and white bends. The details of symbol for Paise SixtyFour

each board shall be as per the instruction of Only

engineer in charge. The fixing at site shall be in

1:2:4 C.C. block of size 45x45x60 cms. For each leg

including excavation, curing etc. comp. under the

supervision of Engineer-in-charge (High Intensity

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Cautionary Sign board Providing & fixing

Cautionary Sign boards made out of 2mm

alluminium sheet size 90x90x90 cms. Equiletral

tringle 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 MOST

Specification, 3.1M Long stand post and frame Rupees Three

fabricated from suitable size iron angle of 35x35x3 Thousand Nine

26 6.00 NOS MM, 75x75x6mm as required, painted with best 3906.19 Hundred Six

quality epoxy coatings in black and white bends. Paise Nineteen

The details of symbol for each board shall be as per Only

the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 C.C. block of size 45x45x60

cms. For each leg including excavation, curing etc.

comp. under the supervision of Engineer-in-charge

(High Intensity Grade)

Hazard Marker sign board Providing & fixing

Hazard Marker Sign boards made out of 2mm

alluminium sheet size 90x30 cms. rectangle as per

the design / drawing attached (IRC). 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 MOST Specification, 3.1M Rupees Three

Long stand post and frame fabricated from suitable Thousand Five

27 6.00 NOS size iron angle of 35x35x3 MM, 75x75x6mm as 3518.69 Hundred

required, painted with best quality epoxy coatings in Eighteen Paise

black and white bends. The fixing at site shall be in SixtyNine Only

1:2:4 C.C. block of size 45x45x60 cms. For each leg

including excavation, curing etc. comp. under the

supervision of Engineer-in-charge (High Intensity

Providing and fixing Guard Stone as per I.R.C type

design including White washing etc. complete (fixing Rupees Three

28 100.00 NOS in C.C) 350.80 Hundred Fifty

Paise Eighty Only

Providing and fixing Indicator stone of approved Rupees Three

stone as per I.R.C type design in C.C 1:4:8 including Hundred

white washing etc. complete. (fixing in C.C 1:5:10) FourtyThree

Supplying and Fixing Cat Eye (Stimsonite) made out

from Acrilo beautile sterine injuction high Rupees Three

compressed molding with reflector made of MMC Hundred

30 797.00 NOS (Prismetic type of size 12cm*6cm*2.5cm) Provided 375.72 SeventyFive

with Bituminous adhesive 100.0 g with each unit for Paise

fixing. (High Intensity Grade) SeventyTwo Only

Providing panel wall for dry stone pitching in

uncourased rubble masonary with had stone of Rupees Two

approved quality in cement. mortar 1.5 including Thousand Six

31 270.00 Cum curing etc, complete. 2694.18 Hundred

NinetyFour Paise

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Type - B, "THRIE" : Metal Beam Crash Barrier

(Providing and erecting a "Thrie" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 85 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 Rupees Three

x 5 mm spaced 2 m centre to centre, 2 m high with Thousand Eight

1.15 m below ground level, all steel parts and Hundred

fitments to be galvanised by hot dip process, all SixtyOne Paise

fittings to conform to IS:1367 and IS:1364, metal TwentyThree

beam rail to be fixed on the vertical post with a Only

space of channel section 150 x 75 x 5 mm, 546 mm

long complete as per clause 810)

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying Rupees One

heavy traffic as per IS 458-1991 specifications Thousand Nine

33 100.00 Rmtr including setting the pipes in C.M. 1:2 watering and 1968.38 Hundred

laying (to level or slopes) of class NP3 of following SixtyEight Paise

internal daimeters.(iii) 600mm dia. ThirtyEight Only

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications Rupees Six

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

laying (to level or slopes) of class NP3 of following FiftyNine Paise

internal daimeters.(i) 300mm dia. NinetyNine Only

Excavation for foundation in hard murrum and

boulders and very stiff or sticky, clays and other Rupees Six

similar strata including shoring and strutting and Hundred Fourty

dewatering as necessary and disposing of the Paise FourtyFour

excavated stuff as directed . Only

Excavation in large boulders and soft rock by Rupees Seven

welding including shoring, strutting and dewatering Hundred Fifty

36 1853.00 Cum as necessary and disposing of the excavated stuff 750.68

Paise SixtyEight

as directed. Only

Excavation in hard rock by dry-wet blasting and

chiselling including dewatering preparing foundation Rupees One

base by proper benching and stepping and Thousand Seven

disposing of the excavated stuff as directed.(B) Hundred FiftyFive

prohibited Blasting. work. Paise Eight Only

Providing and casting in situ Ordinary cement

concrete M-150 for R.C.C. Raft and cut-off walls Rupees Three

including necessary shuttering laying, vibrating, Thousand Seven

38 194.00 Cum, ramming and curing complete. 3749.16 Hundred

FourtyNine Paise

Providing and casting in situ controlled cement

concrete M-250 for R.C.C. work in superstructure Rupees Five

including centering, shuttering scaffolding, ramming, Thousand Three

39 921.00 Cum, vibrating curing and finishing complete. (B) Balance 5348.50 Hundred

cantelever box type superstructure. (II) Webs, FourtyEight Paise

Bottom slabs and Diaphragms . Fifty Only

Providing and casting in situ controlled cement

concrete M-250 for R.C.C. work in superstructure Rupees Five

including centering, shuttering scaffolding, ramming, Thousand Eight

40 61.00 Cum. vibrating curing and finishing complete.(B) Balanced 5843.40 Hundred

cantilever box type supersturcture. (I) Deck slab FourtyThree

Paise Fourty Only

Providing & Laying weephole in abutment and

return by using A.C. pipe of 100 mm dia. Including Rupees Ninety

41 774.00 Each laying in proper grade & jointing etc. complete as 90.83 Paise

per detailed specification. EightyThree Only

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Providing & laying Filter Media 600 mm thick as

directed at the back of abutments, returns and wing Rupees One

walls as per detailed specifications and codal Thousand Two

42 774.00 Sqm. requirement etc. complete 1298.38 Hundred

NinetyEight Paise

ThirtyEight Only

Providing and placing in position FE 500D TMT bar Rupees

reinforcement including cutting , bending, hooking, SeventyThree

and tying complete as per detailed drawing. Thousand Two

Providing parapet of ordinary cement concrete M- Rupees One

200 as per detailed drawings with necessary Thousand One

44 32.00 Rmt reainforcement including, shuttering, laying vibrating 1191.39 Hundred

and finishing to line and level complete.(ii) Cast in NinetyOne Paise

situ. ThirtyNine Only

Diversion of water course, providing cofferdam and

bund or island as may be necessary for foundation Rupees

and maintaining the same for the period as may be TwentyFive

45 5.00 Each necessary. (A) Diversion by Channel (F) Abutment 25250.00 Thousand Two

Left (including returns/ wing walls) Hundred Fifty

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. Thickness including Rupees Two

watering, ramming and consolidating etc. Hundred

complete.(more than 10 ton) NinetyNine Paise

SixtySeven Only

Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture on undecorated

wall surface to give an even shade including Rupees

47 1015.00 Each throughly brushing the surface free from mortar 88.39 EightyEight Paise

droppings and other foreign matter and sand ThirtyNine Only

papered smooth.

Providing and fixing post and pipe railing as per

detailed drawing including 3 coats of painting to Rupees One

steel works complete Thousand Two

48 30.00 Rmt 1211.75 Hundred Eleven

SeventyFive Only

Providing G.I. 100mm diameter water spouts

including necessary iron gratings as per drawings. Rupees Five

49 4.00 Nos 536.03 Hundred ThirtySix

Paise Three Only

Providing and fixing guard stone as per I.R.C. type

design including white washing etc. complete.(ii) Rupees Three

50 100.00 Nos Fixing in C.C. 1:5:10. 350.80 Hundred Fifty

Paise Eighty Only

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying Rupees Three

heavy traffic as per IS 458-1991 specifications Thousand Four

51 144.00 Rmt including setting the pipes in C.M. 1:2 watering and 3469.26 Hundred

laying (to level or slopes) of class NP3 of following SixtyNine Paise

internal daimeters.(v) 900mm dia. TwentySix Only

Name of Work :- Construction of Bitumen Road from Taraghadi Village up to Boundary of Baghi Village Cart

Road in RUDA Area.

Quantity Unit Description of Item Amount

No. (in Nos.) (in words)

Providing and fixing guard stone as per I.R.C. type

design including white washing etc. complete.(ii) Rupees Three

52 153.00 Nos Fixing in C.C. 1:5:10. 350.80 Hundred Fifty

Paise Eighty Only

In Words Rupees Six Crore Ten Lakh SixtyFive Thousand Three Hundred FiftyTwo Only

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written

in figures 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 Rs. Deduct……..% Above Rs.

Net Rs. Net Rs.

In words…. In words….

*( please strike out whichever is not applicable)

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

Rajkot Urban Development Authority Rajkot Urban Development Authority

The contractor shall Rajkot by the

exhibit a board with detailed specifications and details of work as directed

Note :- 1 Engineer-in-Charge for which No Extra Payment shall be made

The Labour Cess will be deducted as per prevailing rules i.e. 1% of the work done

G.S.T. and Income tax TDS will be deducted at source while making payments of bills

Note :- 4 In all RCC items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. P.C.C.-10-2017-

Cement consumption/16/C Dt. 11.05.2017 as stated in S.O.R. therefore in RCC items 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 tenders

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

Rajkot Urban Development Authority Rajkot Urban Development Authority