Bridge

No. Rate In

1 Excavation for foundation in sand, gravel, clay 526.26 Cmt 511.11

soft soils and 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 Cum

2 Excavation in large boulders and soft rock by 4416.29 Cmt 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

3 Excavation in hard rock by dry-wet blasting and 40.12 Cmt 820.83

chiselling including dewatering preparing

foundation base by proper benching and stepping

and disposing of the excavated stuff as directed.

(A) General blasting

4 Providing and fixing mild steel dowel bars of 267.00 Rmt 450.07

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

5 Providing & Casting in situ ordinary cement 32.40 Cmt 3345.58

concrete M100 for RCC Raft and cutoff walls

including necessary shuttering, laying,vibrating,

ramming and curing complete

6 Providing and Casting in situ controlled Cement 970.94 Cmt 4620.45

Concrete M-200 for R.C.C. Raft and cutt-off

walls including necessary shuttering

laying,vibrating, ramming and curing complete.

Description of Item Quantity Unit Amount

No. Rate In

7 Providing and casting in situ controlled cement 2190.33 Cmt 5227.36

concrete M-200 for 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 5.0M. (1)Piers

(2)Abutment (3)RCC return.

8 Providing and casting in situ controlled cement 479.91 Cmt 5552.10

concrete M-200 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (A)Height from 5.0 to 10.0M. (1)Piers

(2)Abutment (3)RCC return.

9 Providing and casting in-situ Reinforced Cement 22.15 Cmt 5413.60

Concrete M25 grade controlled cement concrete

in piercap, abutment cap & dirt wall etc. using

6mm to 20mm machine crushed well graded

stone aggregate, sand of approved quality, OPC-

53 grade cement with contractor's own concrete

mix design as approved by client, etc. complete.

The rate is inclusive of all materials, including

necessary mixing in fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering,

formworks, deshuttering carefully, making good

the damages,fixing embedment, inserts, pockets,

wherever necessary, with all lead and lift with

contractor's labour,tools & plants, machineries, as

required, with F3 type exposed concrete finish

and form mark.

Description of Item Quantity Unit Amount

No. Rate In

10 Providing and casting in-situ Reinforced Cement 671.10 Cmt 5458.04

Concrete M25 grade controlled cement concrete

in Solid Slab using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of

approved quality,OPC 53 grade cement with

contractor's own concrete mix design as approved

by client ,etc.complete as per specification.

The rate is inclusive of all materials, including

necessary mixingin fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering,

11 Construction of R.C.C. railing of M 25 grade in 74.20 Rmt 4418.79

cast-in-situ with 20 mm nominal size aggregate,

true to line and grade, tolerance of vertical railing

post not to exceed 1 in 500, centre-to-centre

spacing between vertical posts not to exceed

mm as per drawing and technical specifications

Clauses 800, 900 and

12 Providing and casting situ controled cement 19.85 Cmt 5158.72

concrete M-20 For Approach slab including

formwork curring and finishing complete.

13 Providing and casting in-situ Reinforced 27.83 Cmt 5406.53

controlled Cement Concrete M 25 grade for

average 100 mm thick Wearing Coat with 20mm

down coarse aggregate at any level including

shuttering, mixing with batching plant, placing in

position, consolidating with mechanical vibrators,

curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets,

wherever necessary as directed for wearing

course including all leads and lifts etc. complete

as per specification and drawing.

Description of Item Quantity Unit Amount

No. Rate In

14 Providing and laying in position FE 500D TMT 16.78 MT 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns

15 Providing and laying in position FE 500D TMT 15.64 MT 73243.02

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings for the following.(A) Solid Slab.

16 Providing, fabricating and fixing in position GI 8.00 Nos 536.03

Drainage Spout arrangements having 100 mm

dia. Pipe B class with necessary bend, fixing to

GI chamber, GI grating, providing and applying

one coat of primer & two coat of anticorrosive

paint, etc. complete as per drawing and as per

specifications.

17 Providing and fixing in position Mild steel dowel 114.40 Nos 350.61

bars in pier caps or abutment caps for anchorage

in fixed end as per detailed drawings including

cutting, bending and welding complete.

18 Providing and fixing in position Mild steel dowel 111.20 Nos 399.70

bars in pier caps or abutments caps for anchorage

in free end as per detailed drawing including

cutting, bending and welding complete.

19 Providing Weep holes in RCC abutment,Return 1160.49 Each 247.85

wall and retaining wall with 100 mm dia PVC

pipe and non-corrodible grating and geotextile,

extending through the full width of the structure

with slope of 1V:20H etc. complete as per

drawing and technical specification.

20 Providing and laying filter media 600mm thick as 1346.06 Sqm 1239.35

directed at the back of abutments, returns and

retaining wall as per detailed specifications.

Description of Item Quantity Unit Amount

No. Rate In

21 Providing Asphalt filler joint with required holes 20.50 Sqm 703.53

and holding arrangement & with necessary

asphalt pad sealing as directed by engineer in

22 Providing flood gauge marks on substructure as 37.78 Rmt 159.37

per design including painting complete.

23 Backfilling behind abutment, wing wall and 198.45 Cmt. 562.08

return wall complete as per drawings &

technical specification Clause 1204.3.8

Sandy Material

24 Dismentaling the existing structure including 96.34 Cmt. 930.35

removing and stacking the dismentelled materials

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

25 Dismentaling the existing structure including 77.67 Cmt. 409.22

removing and stacking the dismentelled materials

as and where directed. (B) Rubble Masonary

26 Earth work for embankment including breaking 8986.73 Cu.m. 177.91

clods, dressing with all lead and lift including

watering, rolling and consolidation of sub grade

in layers at O.M.C to required dry density

including filling the depression which occur

during the process using vibratory roller 8 to

Tonne (c) From Borrow area with in 3.0 KM Lead

27 Granular Sub Base with Black trap crushed stone 63.00 Cum 1255.43

well graded material (Table 400.1) By Mix in

place Method Construction of Granuler Sub Base

by providing black trap crushed stone well graded

material, spreading in unifrom layers with motor

grader on prepared surface, mixing by mix in

place method with rotovator at OMC , and

compacting with vibartory roller to achive the

desired density complete as per technical

specification clause 401. For Grading I Material

Description of Item Quantity Unit Amount

No. Rate In

28 Providing and filling in foundation with ordinary 104.08 Cum 3715.63

cement concrete M-150 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

29 Construction of concrete road using tremix 126.00 Cum 6588.23

system with 15cm thick CC M 300 Concrete

mixing conplast P-211 water reduction admixture

@ 100 ml/bag of cement and harder 62.50ml/bag

using fixing and removing 'C' Channels of

required road depth leveling if placed concrte

with surface vibrator, finishing the surface with

power floter and towel tight brooming as directed

with providing expansion joints 20 x 200mm and

construction joint 20 x 20 mm using concrete

cutter machine etc. complete.

30 Road marking with hot applied thermoplastic 58.50 Sqm. 367.72

paints with reflectorislng glass beads on bitumin

surface. Providing and laying a hot applied

thermoplastic compound 2.5 mm thick includ lng

reflectorlsing glass beads@ 2SOgms per sqm

area, thickness of 2 .5mm is excluding of surface

applied, glass beds as per lRC: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 luminance

coefficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min

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 reflectivity shall

be for two years.

Description of Item Quantity Unit Amount

No. Rate In

31 Cat Eye/ Road Stud/ RPM:- Supplying Raised 22.00 Nos 217.40

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro compressed molding with micro prismatic

lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the

lens face and shall support a load of

kgs.tested in accordance to ASTM D,4280 Type

H and complying to Specifications of Category A

of MORTH Circular No RW/NH/33023/10-97 -

DO III Dt 11.06. 1997. The height,width and

length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall

be 35 +/- 5 degree.The body of the marker

should having finger grip for easy and accurate

placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-ln-carge.

Description of Item Quantity Unit Amount

No. Rate In

32 Regulatory / Mandatory Sign :-Providing and 2.00 No. 3540.12

fixing sign boards made out of 2mm aluminum

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 reflective sheeting 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 / 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

33 Providing and fixing 'W' type safety barrier using 5.00 Rmt 1919.00

M.S. iron channel 150mm x 75m x 5mm size

erected at 2.0 Mt. center to center and providing

'W' shaped galvanised steel sheet guard rail 3mm

thick for crash barrier in single row as per

detailed drawing with fabrication and installation

charges including providing foundation block of

size 0.60 x 0.60 x 0.75 Mt. in C.C. 1:2:4 and oil

painting two coats with one coat of red oxide etc

Description of Item Quantity Unit Amount

No. Rate In

34 Providing and laying 22.5 cms thick dry stone 109.00 Sqm 920.72

pitching including preparing the surface with

cms thick murrum beding and including watering

and providing 30 cms x 30cms pannel in cement

concrete 1:3:6 at 3.0 meter center to center

vertically & Horizontally and filling the voids of

rubble with quarry spalls and murrum including

ramming and watering with flush pointing on dry

stone pitching and uncoursed stone masonary

with C.M. 1:3 (1 Cement:3 Sand) etc.

complete.(Including Supplying and Spreading

35 Clearing and grubbing road land including 0.62 Hectar 28455.09

uprooting rank vegetation grass e

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

36 Providing and Casting in situ controlled Cement 23.70 Cum 4726.17

Concrete M-250 for R.C.C. Raft and cutt-off

walls including necessary shuttering laying,

vibrating, ramming and curing complete.

37 Providing and casting in situ controlled cement 23.86 Cum 5333.08

concrete M-250 for 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 M. (1) Piers

(2) Abutment (3) RCC return

38 Providing and casting in-situ ordinary cement 16.67 Cum 5264.44

concrete M-250 for approach slab including

formwork curing and finishing complete

39 Providing PVC 100 mm diameter water spouts 8.00 No. 159.37

including necessary iron grating as per drawings.

Description of Item Quantity Unit Amount

No. Rate In

40 Providing and laying rubble for appron (each 27.67 Cum 1083.81

stone weighting not less than 40Kg.) including

and packing and filing in the interestices with

quarry-spalls.

41 Providing & casting in situ ordinary cement 86.54 Cu.m. 3996.78

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-

Groves.(A) Height from 0.0 M. to 5.0 M.

42 Construction of granular sub-base 150 mm thick 101.00 Cum 732.25

by providing machine crushed B.T. material

satisfying MORT&H specification (Fifth

revision) of grading III including spreading in

uniform layer with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

43 Water Bound Macadam Grading-II (By Manual 35.00 Cum 1657.41

Means) Providing, laying, spreading and

compacting stone aggregates of 63 to 45mm sizes

to water bound macadam specification including

spreading in uniform thickness, hand packing,

rolling with smooth wheel roller 80-100 kN in

stages to proper grade and camber, applying and

brooming, stone screening/binding materials to

fill up the interstices of coarse aggregate,

watering and compacting to the required density.

44 Providing and applying priming coat with 165.00 Sqm 58.77

emulsion SS1 grade at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

Description of Item Quantity Unit Amount

No. Rate In

45 Providing & Laying 20mm thick mix seal 7.00 Mt 3014.85

surfacing using stone chipping and aggregate as

per MORT&H specification and asphalt grade

VG-30 for mixing at the rate of 4.5% of total mix

including heating the ahhrehate and asphalt by

drum mixing plant and including using asphalt

grade VG-30 for tack coat at the rate of

2.5kg/10sq.mt. spreding with vibratory roller

including providing all materials equipments

tools and plants oil, keroscene, firewood , labour

charges etc. complete

46 Men at work (Heavy) sign :-Providing and fixing 2.00 No 9148.15

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

120cm x 90cm 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 (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of

50x50x5mm; 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 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

Description of Item Quantity Unit Amount

No. Rate In

47 Diversion Ahead Sign :-Providing and fixing sign 2.00 No 9867.07

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 180x60

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;

mtr long stand post (2 Nos.) of Iron Angle 50 x

50 x 5mm / 50NB 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

Description of Item Quantity Unit Amount

No. Rate In

48 Supplying and fixing reinforced concrete heavy 37.50 Rmt 3271.56

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of I.S.

458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal

diameter. (v) 900 mm dia.

49 Demolition of Brick work and stone masonry 2259.40 Cum 562.89

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

50 Providing and laying cement concrete (M10) 249.81 Cum 3070.94

1:3:6 (1- Cement : 3-Coarse sand : 6- Graded

brick bat aggregate 40mm normalsize) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

51 Providing and laying cement concrete (M15) 525.00 Cum 3805.29

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork for

retaining earth.

52 Providing and placing in position CRS FE 550D 3.90 MT 77393.69

TMT bar reinforcement for following items

including cutting bending hooking and tying

complete as per detailed drawing.For well :- curb,

staining, cap and RCC Raft.

53 Providing and laying in position CRS FE 550D 49.45 MT 77393.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B)

Abutments (C) R.C.C. Returns

54 Providing and laying in position CRS FE 550D 0.55 MT 77393.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed for the following. (A) Abutment cap &

Dirt wall. (B) Pier Cap.

Description of Item Quantity Unit Amount

No. Rate In

55 Providing and placing in position CRS FE 550D 50.49 MT 76778.02

TMT bar reinforcement including cutting,

bending, hooking, and tying complete as per

detailed drawing.(A) Solid Slab.

56 Providing and casting in situ controlled cement 247.91 Cum 5307.46

concrete M-20 for R.C.C. work in pier

cap,abutment cap and dirt wall including

controlled cement concrete M-250 bed blocks or

pedstals of required size below bearings as per

detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating,

curing and finishing complete.

57 Providing Pre-moulded asphalt filler joints as per 161.50 Rmt 611.13

58 Back filling behind Abutment, wing wall and 4018.19 Cum 562.08

approved quality incluiding all the materials,

compacting, labour, equipment charges, etc all

complete as per drawing and Technical

Specification Section 300 (Percentage of fine

content maximum 15%, Backfill soil phi 30°,

Density 20 kN/m3, Field compaction 95±2%

modified proctor density.

59 Providing parapet of ordinary cement concrete M- 344.00 Rmt 1086.63

200 as per detailed drawings with necessary

reinforcement including, shuttering, laying

vibrating and finishing to line and level

complete.(ii) Cast in situ.

60 Providing and casting in situ controlled cement 63.56 Cum 5406.29

concrete M-25 for average 75 mm thick wearing

coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints

with bitumen complete.

61 Providing and fixing G.I. Rain water spout of 46.00 No. 101.91

50mm dia. And 30cm. length.

62 Dismantling of flexible pavements and disposal

of dismantled materials up to a lead of

metres, stacking serviceable and unserviceable

materials separately

Description of Item Quantity Unit Amount

No. Rate In

(I) Dismantaling of Bituminous Layer 138.58 cum 256.75

(II) Dismantaling of Granular Layer 919.43 cum 357.25

63 Construction of sub-grade and earthen shoulders 684.44 cum 200.87

using quarry spall with all lead and lift and

including watering and rolling and consolidation

of sub grade in layers at OMC to required dry

density including filling the depressions which

occur during the process using power roller 8T to

64 Construction of granular Sub base with Coarse 206.83 cum 1131.07

Graded Material (Grade II) (Table:- 400- 2) of

200 mm by providing coarse graded material

Metal Crushed using size 53mm to 26.5 mm@

4.75mm @12.50% and 4.75mm below @ 37.5%

spreading in uniform layers with including and

mixing the material obtained from cutting BT

road by milling machine using motor grader on

prepared surface mixing by mix in place method

with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

complete as per Clause 401.2 Table

65 Providing, laying, spreading and compacting 567.19 cum 1251.32

stone aggregates of specific sizes to water bound

macadam specification including spreading in

uniform thickness, hand packing, rolling with

vibratory roller 8-10 tonnes 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.-

Grading 1, Using Screening Crushable type such

as Moorum or Gravel.

66 Providing and laying plain cement concrete in 566.98 cum 3798.46

levelling course complete as per drawings and

technical specifications as per sections

1700 and 2100 of MORTH. (M-15)

Description of Item Quantity Unit Amount

No. Rate In

67 Construction of un-reinforced, dowel jointed, 259.86 cum 5406.29

plain cement concrete pavement (M25) over a

prepared sub base with 53 grade cement @

kg per cum, coarse and fine aggregate conforming

to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, transported to site, spread,

compacted and finished in a continuous operation

including provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing.

68 Providing and fixing sign boards made out of 2.0 8.00 each 3666.30

mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 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 refiectivesheeting of Type-

11 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

bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall

be as per theinstruction 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

10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

Description of Item Quantity Unit Amount

No. Rate In

69 Supplying and fixing reinforced concrete heavy 172.50 Rmt 5560.01

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.

70 Providing and laying plain cement concrete grade 1020.00 Cum 3798.46

M-15 PCC wall for protection i.e. to prevent the

soil from sliding down, with graded machine

mixed stone aggregate from 6 mm to 40 mm

including tamping, vibrating, leveling and curing

complete with all formwork, dewatering

wherever required including all materials,

labours, plants, machineries & tools, all leads and

lifts, etc. complete as per specification.

71 Providing and placing in position FE 500D TMT 0.55 MT 73858.69

bar reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing.For well :- curb, staining,

cap and RCC Raft.

Description of Item Quantity Unit Amount

No. Rate In

72 Providing and laying in position FE 500D TMT 0.11 MT 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed for

the following. (A) Abutment cap & Dirt wall. (B)

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division - 2 Panchayat R & B Division

Keshod Junagadh

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.61820435.68 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

In words ………………….……………… In words ………………….…………………

*( please strike out whichever is not applicable)

The Contractor shall exhibition board with detailed specification and details of work as directed by the

Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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.

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 the reisa 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.

All Credit amount of 1259804.32/- (Rupees ) shall be recovered from the running bill in which

5 dismantle & Diversion item recorde for payment

Signature of Bidder