CONSTRUCTION OF MAJOR BRIDGE ON ODHA – KALUNDRA ROAD AT CH. 0/900, TALUKA: MEGHRAJ, DISTRICT: ARAVALLI

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON ODHA - KALUNDRA ROAD AT CH. 0/900, TALUKA MEGHRAJ, DIST. MODASA.

BILLS OF QUANTITIES

Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

1 Clearing and grubbing site/road/land including uprooting all vegetation, 0.09 Hectare 28455.09

grass, bush shrubs, saplings and trees with girth, removal of stumps of

trees of girth of all sizes including removing stumps of trees cut earlier

and disposal of unserviceable materials and stacking of serviceable

materials as directed by Engineer with all leads and lifts etc. complete

as per specification. before commencement and after completion of

2 Demarkation of road alignment including marking out road line by 0.11 Km. 2706.50

providing and fixing wooden pegs or steel rod of required size at every

25 M to 50 M including excavating trenches ion both sides of 0.30 m x

0.30m including supplying of labours and all materials for every work

3 Carryout soil investigation work including drilling 150 mm dia bore 95.53 Rmt. 2000.00

holes in all sorts of soil, ordinary rock and hard rock, upto maximum

depth as mentioned, collection undisturbed samples and conduction

standard penetration tests alternate at an interval of 1.5 to 2.0 m

depth, conducting necessary laboratory tests for all type of

classification and determination of soil parameters like density, shear

and consolidation parameters if required, including submission of

report in three copies covering investigation data and recommendation

for SBC & and pile capacity considering the design criteria, all as per

4 Diversion of water course, providing cofferdam and bund or island as 2.00 Each 10100.00

may be necessary for foundation and maintaining the same for the

period as may be necessary. (A) Diversion by Channel (F) Abutment Left

& Right (including returns/ wing walls)

5 Diversion of water course, providing cofferdam and bund or island as 8.00 Each 25250.00

may be necessary for foundation and maintaining the same for the

period as may be necessary. (A) Diversion by Channel (V) Pier Nos.

6 Providing flood gauge marks on substructure as per design including 13.55 Rmt. 165.69

painting complete.

7 Excavation for foundation in sand, gravel, clay soft soils and murrum 1045.84 Cum. 511.45

etc. including shoring, strutting dewatering as necessary and disposing

of the excavated stuff as directed.(A) Depth upto 3.0 M. with all lead &

8 Excavation in hard rock by dry-wet blasting and chiselling including 2233.57 1675.97

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed.(B) prohibited

Blasting. work.

9 Providing and fixing mild steel dowel bars of 32mm dia. for anchoring 878.40 Rmt. 450.07

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.

10 Providing and casting in situ Ordinary cement concrete M-150 for 251.03 Cum. 3737.47

foundation including necessary shuttering laying, vibrating, ramming

and curing complete.

11 Providing and laying in situ machine mixed M-15 trench filling in 287.40 Cum. 3715.63

foundation including dewatering, shuttering, compacting, curing etc.

complete true to level and position as directed by Engineer and as per

12 Filling available excavated earth (excluding rock) in trenches. 2727.33 Cum. 136.92

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

13 Providing and laying controlled cement concrete M-35 and curing 758.40 Cum. 5160.45

complete for Open Foundation including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete work in (A)

Foundations, footings and Mass concrete.

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

14 Providing & fixing in position (Thermo mechanically treated bars) TMT 75.84 M.T. 77269.16

Fe550 D steel bars of various diameters for all RCC works in Open

Foundation / Footing and foundations as per detailed design &

drawings and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires or tack welding (only for piles) and

supporting as required with all lifts and leads etc. complete including

cost of all labour, materials, tools, plants, equipments etc. all complete

as directed by Engineer and as per specification.

For Open Foundation / Footing

15 Providing and applying Coal Tar Epoxy protective paint for Open 529.63 Sqmt. 143.82

Foundation in two coats of DFT 210 microns for foundations /concrete

surfaces in contact with soil complete as per Specifications and as

directed by the Engineer including all leads and lifts etc. complete.

16 Providing and laying machine mixed M-35 grade Controlled cement 269.26 Cum. 5504.22

concrete for cast-in-situ piers, Abutment & Side wall as per approved

design and drawings, with necessary centering, shuttering, scaffolding,

transporting, placing, compacting by mechanical vibrators, finishing,

curing and casting as per drawing etc. complete excluding

reinforcement as directed by Engineer and as per specification. (A)

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) Side wall

17 Providing and laying machine mixed M-35 grade Controlled cement 117.99 Cum. 5826.57

concrete for cast-in-situ piers, Abutment & Side wall as per approved

design and drawings, with necessary centering, shuttering, scaffolding,

transporting, placing, compacting by mechanical vibrators, finishing,

curing and casting as per drawing etc. complete excluding

reinforcement as directed by Engineer and as per specification. (B)

Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3) Side Wall

18 Providing & fixing in position (Thermo mechanically treated bars ) TMT 65.00 M.T. 80979.19

Fe550 D steel bars of various diameters for all RCC works in Pier,

Abutment as per detailed design & drawings and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires and

supporting as required with all lifts and leads etc. complete including

cost of all labour, materials, tools, plants, equipments etc. all complete

as directed by Engineer and as per specifications.

Piers, Abutments & Side wall

19 Providing and laying in situ machine mixed controlled M-35 grade 133.13 Cum. 5583.99

cement concrete for RCC caps,Dirt wall, etc. including necessary

scaffolding formwork, centering, transporting, placing, compacting by

mechanical vibrators, finishing and curing and casting, finishing at any

height or depth as per drawing etc. complete excluding reinforcement,

as directed by Engineer and as per specification.

Pier Cap, Abutment Cap & Dirtwall

20 Providing & fixing in position (Thermo mechanically treated bars ) TMT 26.30 M.T. 80979.19

Fe550 D steel bars of various diameters for all RCC works in Pier Cap,

Abutment cap, Dirt wall as per detailed design & drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG GI

wires and supporting as required with all lifts and leads etc. complete

including cost of all labour, materials, tools, plants, equipments etc. all

complete as directed by Engineer and as per specifications.

Pier Cap, Abutment cap, Dirt wall

21 Providing and fixing in position Mild steel dowel bars in pier caps or 45.00 Nos. 341.29

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

22 Providing and fixing in position Mild steel dowel bars in pier caps or 45.00 Nos. 399.70

abutment caps for anchorage in free end as per detailed drawings

including cutting, bending and welding complete.

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

23 Providing and laying Tar Paper bearing below solid slab as directed by 104.50 Sqm. 25.25

engineer in charge.

24 Providing and laying weep holes in abutments and returns ny using A.C. 711.00 Nos. 86.73

pipe of 100mm including laying in proper grade and joint in complate

as per detailed specification.

25 Providing and laying - 600mm thick Filter media directed at the back of 842.67 Sqm. 1238.93

abutments, returns and wing walls as per detailed specifications.

26 Providing and Casting in situ controlled cement concrete M-35 for 738.00 Cum. 5634.94

R.C.C. Solid Slab including centering, scaffolding, curing and finishing

27 Providing & fixing in position (Thermo mechanically treated bars ) TMT 88.56 M.T. 80363.52

Fe550 D steel bars of various diameters for all RCC works in super

structure as per detailed design & drawings and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires and

supporting as required with all lifts and leads etc. complete including

cost of all labour, materials, tools, plants, equipments etc. all complete

as directed by Engineer and as per specifications.

28 Providing and carrying out load test on bridge deck with simulated 150.00 M.T. 169.92

loading including provision, placing and removal of loading, supplying,

fixing and removing deflection measuring instruments etc. complete

with platforms for fixing the instruments etc. complete as per the

details supplied and specification and as directed by Engineer and

including submission of required results in triplicate after satisfactory

completion of the load test.

29 Providing and casting RCC in M-40 controlled concrete Crash Barriers as 90.46 Cum. 5231.25

per detailed drawings including necessary scaffolding, centering,

formwork, mixing in machine, transporting, placing, compacting,

finishing, curing, etc. complete including providing and fixing of inserts

if any with all leads and lifts as per drawing & specification and as

directed by Engineer, excluding reinforcement.

30 Providing and casting insitu controlled cement concrete M-35 in RCC 30.62 Cum. 5435.59

Approach Slab including formwork, curing and finishing complete.

31 Providing and casting in situ controlled cement concrete M-400 for 81.00 Cum. 5656.72

average 100 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete

32 Providing and fixing RCC M:25 architectural pylons at end of approach 10.00 Cum. 4922.57

structures including all materials, labour, reinforcement laying,

ramming, curing etc. complete as per detailed working drawing.

(a) Concrete work

33 Providing and fixing in position (Thermo mechnically Treated bars) TMT 22.82 M.T. 80363.52

Fe550 D reinforcing bars of various diameters for the above all RCC

works as per detailed designs and drawings and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per specification

and as directed by Engineer.

Approach Slab, Crash Barrier, Wearing Coat

34 Providing Fusion Bonded Epoxy Coating not less than 175 micron 366.60 M.T. 8729.43

thickness and upto 300 micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at plant and all taxes.

For all dia. bars

35 Providing and laying Double Walled corrugated Pipes (DWC) of 491.18 Rmt. 62.62

Polyethylene (conforming to IS:14930-II) of 50mm O.D. / 38mm I.D.

with fittings and necessary connecting accessories of same material at

required depth for laying cable below footpath slab etc. complete as

per specification and as directed by Engineer.

36 Box cutting the road surface to proper slope and camber for making a 2936.70 Cum. 109.05

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

37 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake 615.39 Rmt. 876.11

runner pipe conduits including cost of all materials, labour, fixing in

true line and level, including bends, fixtures, specials etc. complete with

all lifts and leads etc. as per specifications and as directed by Engineer.

38 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST 108.00 Nos. 536.03

Drg. No. SD/303 including grating with suitable clean out fixtures

including all leads and lifts etc. complete as per specification, design &

drawings and as directed by Engineer.

39 Providing and fixing in position strip seal type expansion joints as per 75.00 Rmt. 1733.16

detailed drawing and approved Sp. including cost of all materials and

fixtures, welding, preparing surface for receiveing the joints including

all leads and lifts etc complete as per detailed approved drawing and

Sp. and as directed by Engineer. (Upto 40 mm Expansion)

40 Road marking with Hot applied thermoplastic paint with refletririzing 280.82 Sqm. 367.72

glass beads on bitumen surface. Providing and laying of Hot applied

Thermoplastic compound 2.5 mm thick including Reflectorising Glass

Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of

surface applied glass beads as per IRC : 35 & 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 colour marking

should provide liminance cooficient on cement road shall be minimum

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

Warranties for retroreflective shall be 2 years.

41 Supplying and fixing cat eye made out from Acrilo beautile sterine 258.00 Nos. 375.72

injuction high compressed molding with reflector made of MMC

(prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity grade)

42 Painting Two Coats on New Concrete Surfaces (Painting two coats after 702.39 Sqm. 81.81

filling the surface with synthetic enamel paint in all shades on new

plastered concrete surfaces) - For inner face of crash barrier

43 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand 2443.37 Cum. 594.49

behind Abutments and returns and C.B.R. not less than 10% below sub

base course, C=0 & Ǿ=30˚ including carriage of material, spreading in

uniform layer on prepare base watering & compacting with vibratory

roller at OMC incl. all labour etc. complete

44 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per 1087.50 Sqm. 353.37

GOG R & B Dept . GR પરચ/૧૦૨૦૨૦/૧૨૯૩/સી,તા.૧૭/૦૨/૨૦૨૧

including laying in proper grade and joint in complate as per detailed

specification and Drawing.

45 Excavation for foundation of structures including existing pavement 1794.04 Cum. 511.45

surfaces including dewatering, shoring and strutting as necessary and

backfilling the trenches with suitable excavated material in layers of

to 20 cms and disposing of remaining unsuitable material with all lifts

and lead as directed and preparation of bed for concreting of

foundations etc. complete as directed by Engineer and as per

Soils of all types From 0 to 3m depth including ordinary earth, sand dry

/ wet soil, marine clay, boulders, kankars, soft murrum, hard murrum,

etc.For Retaining wall

46 Providing and Casting in situ controlled Cement Concrete M-35 for 745.35 Cum. 4896.99

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete. (A) Footing of RCC Retaining

47 Providing and casting in situ controlled cement concrete M-35 for 570.03 Cum. 5504.22

R.C.C. Retaining wall as per drawings including centering, shuttering,

scaffolding where necessary, laying, vibrating, curing and finishing but

excluding reinforcement complete.

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

48 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 275.18 Rmt. 3468.34

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,

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

49 Construction of granular sub-base (Grade I) 150mm thick by providing 633.45 Cum. 1350.37

coarse graded material BTMC 53 mm to 26.5 mm ,BTMC 26.5 mm to

4.75 mm & Coarse sand , spreading in uniform layers 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, complete as per MoRTH clause

50 Providing and laying compacted WBM of Grading-II 250 mm thick 999.11 Cum. 1516.52

MCBT metal of size 45 to 63mm in required layers including using 16%

stone screening, 13.2mm size and 8% stone dust as filler including

spreading watering & consolidation by vibratory roller etc. comp.

51 Providing and laying Prime coat VG-30 bitumen binder @ rate of 4.00 3769.93 Sqm. 20.93

Kg./10 sq.m. of road surface using Emulsion pressure sprayer etc.

complete including cost of Emulsion asphalt.

52 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in 389.91 M.T. 2835.62

single layer on the existing B.T. Surface using stone chips as per

gradation and using bitumen for tack coat 2.50 Kg / 10 Sqmt. on B.T.

Surface and 34 Kg i.e 3.40% 1 M.T. of mix (VG-30 Grade) by using stone

chips as per M.O.R.T.& H specification including heating the asphalt and

aggregates by continuous batching Drum Mix Plant and spreading the

same by paver finisher including consolidation with Vibrator roller and

providing, operating plant machineries, equipments, tools, plants, oil,

fire wood, kerosene and all labour charges etc. complete (using

contractor's own Drum mix plant and machineries)

53 Providing & laying 20mm thick premix seal surfacing using specified 163.05 M.T. 3536.90

graded machine crushed aggregates withVG-30 grade bitumen at the

rate of 5.1% i.e.51.0Kg/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 flushing sand @ rate of 0.30cmt/100smt.

54 Providing and laying in situ ordinary cement concrete M-10 grade 29.75 Cum. 3345.58

bedding concrete in foundation including dewatering, shuttering,

compacting, curing etc. complete true to level and position as directed

by Engineer and as per specification. For C.C. Road

55 Providing and casting in situ controlled cement concrete concrete M- 59.50 Cum. 5197.70

250 for C.C. road including formwork curing and finishing complete.

56 Providing and fixing retro Reflective Engineering grade Board using 6.00 Sqm. 9380.33

C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x 6mm. Descaling and

degreasing the board as per requirement using epoxyprimer epoxy

paint and carrying retro reflactive process by screen painting as

directed etc. complete including transporting and fixing in C.C. 1:4:8

with necessary excavation curing etc. complete as per I.R.C type

design.(A) Engineer Grade

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

57 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2.00 Nos. 3379.54

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with retro refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated

from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy coatings in black andwhite

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)

Engineer Grade(VR)

58 Regulatory/Mandatory signs :Providing and fixing sing boards made out 2.00 Nos. 3268.79

of 2mm aluminium sheet; size 60cms. diameter circle as per the design

of IRC-67-1977 pre treated with phospheting process & acid eteching;

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 35 x 3mm 75x75x6mm as required;

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

x 45 x 60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR)...

59 Direction sign (Junction board):-Providing and fixing sing boards made 2.00 Nos. 14831.71

out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per

the design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required;

painted with best quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board shall be as

per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

60 Distance Informatory/ Destubatuib sign :Providing and fixing sing 2.00 Nos. 10926.57

boards made out of 2mm aluminium sheet; size 180 x 120cms.

rectangle as as per the design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size iron angle of 50 x 50 x

5mm 75 x 75 x 6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol or inscription /

numerals for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing etc. complete under

the supervision of engineer in charge.(A) Engineer Grade(VR)...

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

61 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 4.00 Nos. 3711.75

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 of35x35x3mm; 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 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 sheeting

62 Providing and fixing in position (Thermo mechnically Treated bars) TMT 92.08 M.T. 80979.19

Fe550 D reinforcing bars of various diameters for the above all RCC

works as per detailed designs and drawings and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per specification

and as directed by Engineer.

63 Earthwork for embankment including breaking clods, dressing with all 1631.50 Cum. 177.91

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the

depression which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

In words Rs. Seven Crore Five Lakh(s) Seven Thousand One Hundred Twenty Six and Fifty Five Paisa 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 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

1 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 be made.

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.

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 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

5 The Contractor will have to submit the required all mix design at his own cost before execution as directed and to be approved from the

engineer in charge.

Above all items of "BOQ" with Item Description, Unit, Rate & Amount have verified by me and found in order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

R & B (P) Sub Division R & B (P) Division R & B (P) Division

Meghraj Modasa Modasa

Keystone Infrastructure, Ahmedabad