Construction of Bridge at Alva to Nala Road, Taluka: Dhansura, District: Arvalli

NAME OF WORK :- CONSTRUCTION OF BRIDGE AT ALVA TO NALA ROAD, TALUKA: DHANSURA, DISTRICT: ARVALLI

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 the

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 etc

3 Carryout soil investigation work including drilling 150 mm dia bore holes 95.64 Rmt. 2000.00

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 specification.

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 13.87 Rmt. 165.69

painting complete.

7 Excavation in hard rock by dry-wet blasting and chiselling including 3960.21 Cum. 1675.97

dewatering preparing foundation base by proper benching and stepping

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

8 Providing and fixing mild steel dowel bars of 32mm dia. for anchoring by 820.80 Rmt. 450.07

drilling holes in foundation strata including necessary bending,hooking

of dowel bars and grouting the holes complete as per detailed drawing

and as directed.

9 Providing and casting in situ Ordinary cement concrete M-150 for 271.75 Cum. 3737.47

foundation including necessary shuttering laying, vibrating, ramming

and curing complete.

10 Providing and laying in situ machine mixed M-15 trench filling in 237.28 Cum. 3715.63

foundation including dewatering, shuttering, compacting, curing etc.

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

11 Filling available excavated earth (excluding rock) in trenches. 4893.15 Cum. 136.92

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

consolidating each disposited layer by ramming and watering.

12 Providing and laying controlled cement concrete M-35 and curing 659.12 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

13 Providing & fixing in position (Thermo mechanically treated bars) TMT 65.91 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

14 Providing and applying Coal Tar Epoxy protective paint for Open 502.63 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.

15 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

16 Providing and laying machine mixed M-35 grade Controlled cement 100.99 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

17 Providing & fixing in position (Thermo mechanically treated bars ) TMT 66.69 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

18 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

19 Providing & fixing in position (Thermo mechanically treated bars ) TMT 22.30 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

20 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.

21 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.

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

engineer in charge.

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 weep holes in abutments and returns ny using A.C. 1031.00 Nos. 86.73

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

per detailed specification.

24 Providing and laying - 600mm thick Filter media directed at the back of 1169.47 Sqm. 1238.93

abutments, returns and wing walls as per detailed specifications.

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

Solid Slab including centering, scaffolding, curing and finishing complete.

26 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.

27 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.

28 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.

29 Providing and casting insitu controlled cement concrete M-35 in RCC 61.22 Cum. 5435.59

Approach Slab including formwork, curing and finishing complete.

30 Providing and casting in situ controlled cement concrete M-400 for 98.25 Cum. 5656.72

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

vibrating, finishing, curing and fillingin joints with bitumen complete

31 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

31(b) (b) TMT Reinforcement 4.00 M.T. 80979.19

32 Providing and fixing in position (Thermo mechnically Treated bars) TMT 74.79 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

33 Providing Fusion Bonded Epoxy Coating not less than 175 micron 406.24 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

34 Providing and laying Double Walled corrugated Pipes (DWC) of 383.60 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.

35 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake 625.19 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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Amount

No specifications) Figures

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

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.

37 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)

38 Road marking with Hot applied thermoplastic paint with refletririzing 343.45 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

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.

39 Supplying and fixing cat eye made out from Acrilo beautile sterine 266.00 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)

40 Painting Two Coats on New Concrete Surfaces (Painting two coats after 548.55 Sqm. 81.81

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

plastered concrete surfaces) - For inner face of crash barrier

41 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand 1144.96 Cum. 590.09

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

42 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per 1746.27 Sqm. 353.37

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

specification and Drawing.

43 Providing and Casting in situ controlled Cement Concrete M-35 for R.C.C. 468.24 Cum. 4896.99

Raft and cutt-off walls including necessary shuttering laying, vibrating,

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

44 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 274.13 Cum. 5504.22

Retaining wall as per drawings including centering, shuttering,

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

excluding reinforcement complete.

45 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 349.60 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 clause

46 Construction of granular sub-base (Grade I) 150mm thick by providing 694.87 Cum. 1054.44

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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Amount

No specifications) Figures

47 Providing and laying compacted WBM of Grading-II 250 mm thick MCBT 1087.85 Cum. 1229.23

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.

48 Providing and laying Prime coat VG-30 binder @ rate of 4.00 Kg./10 4070.27 Sqm. 20.51

sq.m. of road surface using Emulsion pressure sprayer etc. complete

including cost of VG-30 asphalt.

49 Providing and applying tack coat with VG-30 using bitumen pressure 4142.27 Sqm. 13.25

distributor at the rate of 2.50 Kg./10 sq.m. on the existing

bituminous surface cleaned with Air Compressor.

50 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in 455.62 M.T. 2665.88

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)

51 Providing & laying 20mm thick premix seal surfacing using specified 190.55 M.T. 3293.37

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.

52 Providing and fixing retro Reflective Prismatic grade Board using 2mm 6.00 Nos. 12310.89

Aluminum / 4mm ACP, 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. 1:2:4 with necessary

excavation curing etc. complete as per I.R.C 67-2012 design. 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 lab for the product offered shall be submitted by contractor.

(A) Class -C Type-11(NH/SH) retro reflective sheeting

53 Cautionary Warning Sign :-Providing and fixing sign boards made out of 6.00 Nos. 5077.27

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat

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

with Micro Prismatic Grade retro refiectivesheeting of Type-11 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

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

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

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Amount

No specifications) Figures

54 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out 6.00 Nos. 4618.73

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

60 cms Dia Circle as per design of IRC-67-2012. Pre treated with

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

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

Micro Prismatic Grade retro refiectivesheeting of Type-11 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 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 lab for the product offered

shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective

55 Direction (Junction) Sign :-Providing and fixing sign boards made out of 6.00 Nos. 26572.09

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 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; 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

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

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

year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting

56 Distance Informatory / Destination Sign :-Providing and fixing sign 6.00 Nos. 20918.11

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

composite Panel); size 180x120 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; 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 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 lab for

the product offered shall be submitted by contractor. (A) Class-C Type-

11 Retro Reflective sheeting

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Amount

No specifications) Figures

57 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 8.00 Nos. 4681.35

aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50

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

refiectivesheeting of Type-11 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 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 10 years for the Retro reflective

sheeting from originaa 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-C Type-11 Retro

Reflective sheeting

58 Excavation for foundation of structures including existing pavement 1071.28 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 Box culvert

59 Providing and Casting in situ controlled Cement Concrete M-25 for R.C.C. 277.44 Cum. 4659.10

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete. For Box culvert, Retaining wall

60 Providing and casting in situ controlled cement concrete M-25 for R.C.C. 730.22 Cum. 5266.33

wall as per drawings including centering, shuttering, scaffolding where

necessary, laying, vibrating, curing and finishing but excluding

reinforcement complete. Box culvert, Retaining wall

61 Providing and Casting in situ controlled cement concrete M-25 for R.C.C. 117.30 Cum. 5397.06

Slab including centering, scaffolding, curing and finishing complete. For

62 Providing and fixing in position (Thermo mechnically Treated bars) TMT 87.99 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.

For Raft, Walls Top slab, Parapet, Retaining walls & Footing

63 Earthwork in cuting in all sorts of soil and soft murrum including 6950.52 Cum. 134.20

conveying and spreading the stuff, embankment as and where directed

within 200meters from the end of the cutting with all required lead and

64 Earthwork for embankment including breaking clods, dressing with all 2062.61 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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Amount

No specifications) Figures

65 Providing, laying, and compacting Hard Murrum for Road side shoulders 187.40 Cum. 144.64

including spreading in uniform thickness, rolling with vibratory roller 80-

100kN static wt. to proper grade and camber including watering etc.

Rs. Seven Crore Ninety Three Lakhs Six Thousand Six and Eighteen 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 tender.

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

Modasa Modasa Modasa

Keystone Infrastructure, Ahmedabad