BUDGETTED

NAME OF WORK :- CONSTRUCTION OF RIVER BRIDGE IN GHOMA RIVER ON KAALOL BYPASS ROAD CH. 0/00 TO 6/00.

BILLS OF QUANTITIES

Percentage Rate Tender (Up to INR 50 Cr.)

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

Quantity Unit Rate in Figures Amount

No specifications)

1 Clearing and grubbing site/road/land including uprooting all 0.48 Hectare 28393.04

vegetation, 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 work.

2 Demarkation of road alignment including marking out road line by 0.15 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 129.90 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 10 to 20 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 4.00 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 10.00 Each 101000.00

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 27.53 Rmt. 155.26

painting complete.

7 Empty boring through all sorts of strata for providing RCC bored piles 1377.00 Rmt. 5292.43

to required depth including Bentonite slurry,flushing necessary casting

pipe with all plants and equipments as required as per detailed

specifications for Abutment and Piers (Excluding Concrete &

Reinforcement) For 1200 mm dia.

8 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete 107.38 M.T. 47323.73

piles including applying protective coating as per drawing and

specification and as directed by Engineer.

9 Providing and casting in situ machine mixed controlled cement 674.83 Cum. 4889.39

concrete M-40 for RCC bored pile using Tremie Pipe including

necessary flushing, dewatering, formwork, transporting, compacting,

vibrating,curing and finishing including all leads & lifts complete as per

detailed specifications. (Excluding Reinforcement)

10 Providing and casting in situ machine mixed controlled cement 881.72 Cum. 4942.25

concrete M-45 for RCC bored pile using Tremie Pipe including

necessary flushing, dewatering, formwork, transporting, compacting,

vibrating,curing and finishing including all leads & lifts complete as per

detailed specifications. (Excluding Reinforcement)

11 Providing & fixing in position (Thermo mechanically treated bars) TMT 311.31 M.T. 80132.57

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

Foundation 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. Pile

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

12 Chipping and dressing of the RCC piles upto cut off level including 335.18 Rmt. 1010.10

cleaning of reinforcement and removal of dismantled materials etc.

for providing pile caps as directed by Engineer and as per

specifications. For 1200 mm dia.

13 Excavation for foundation of structures including existing pavement 5716.29 Cum. 486.77

surfaces including dewatering, shoring and strutting as necessary and

backfilling the trenches with suitable excavated material in layers of

15 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 Pile Cap

14 Carrying out load test on any pile as per standard procedure laid down 3.00 Nos. 500000.00

in the IS:2911 specification including construction of test cap,

dismantling the cap after test and cleaning the site and maintaining

complete records of load settlement as directed by Engineer and as

per specification, and submission of records.

(a) Initial Pile Load Test on piles for 2.5 times the design load specified

in drawings in non working areas in the vicinity of the bridge site by

14(b) Routine Dynamic Pile Load Test on working piles for 1.5 times the 3.00 Nos. 65000.00

design load specified in drawings

15 Conducting low strain pile integrity testing on RC Bored foundation 121.00 Nos. 900.00

piles using pile integrity tester equipment manufactured by Pile

Dynamics Inc. of USA of TNO of Netherland or equivalent that

confirms to ASTM D5882.

16 Providing and laying in situ ordinary cement concrete M-15 grade 411.86 Cum. 3586.18

bedding concrete in foundation / below pile cap including dewatering,

shuttering, compacting, curing etc. complete true to level and

position as directed by Engineer and as per specification.

17 Providing and laying in-situ machine mixed RCC M-40 grade Controlled 1727.40 Cum. 5089.53

Cement Concrete in pile caps/Open Foundation at any depth including

centering, shuttering, mixing in mechanised batch mix plant,

compaction, curing and dewatering if necessary, excluding

reinforcement as per specification and as directed by Engineer.

18 Providing & fixing in position (Thermo mechanically treated bars) TMT 190.01 M.T. 76628.00

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

19 Providing and laying machine mixed M-40 grade Controlled cement 681.25 Cum. 5381.95

concrete for cast-in-situ Piers 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

20 Providing and laying machine mixed M-40 grade Controlled cement 482.59 Cum. 5692.02

concrete for cast-in-situ Piers 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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

21 Providing and laying machine mixed M-40 grade Controlled cement 66.22 Cum. 6464.87

concrete for cast-in-situ Piers 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 10.0 to

15.0 M. (1) Piers (2) Abutment

22 Providing & fixing in position (Thermo mechanically treated bars ) TMT 241.36 M.T. 80338.03

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

Abutment & Side 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.

23 Providing and laying in situ machine mixed controlled M-40 grade 809.34 Cum. 5460.71

cement concrete for Pier Cap, Abutment Cap, Dirt wall, Inspection

Platform etc. including M:45 Pedestals and seismic restrainer over

piers and abutments 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.

(a) Pier Cap, Abutment Cap, Dirt wall, Inspection Platform in M-40

23(b) Pedestals & Seismic Restriner in M:45 89.95 Cum. 5407.84

24 Providing & fixing in position (Thermo mechanically treated bars ) TMT 167.83 M.T. 80338.03

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

Abtment cap, Dirt wall, Pedestals 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, Padestal & Seismic Arrestor

25 Providing and applying Coal Tar Epoxy protective paint for Pile Cap in 1456.50 Sqm. 143.82

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.

26 Providing and fixing in position fully moulded restrained elastomeric 1248000.00 Cu. Cm. 0.90

bearings as per detailed drawings.

27 Providing and laying weep holes in abutments and returns ny using 1567.00 Nos. 45.81

A.C. pipe of 100mm including laying in proper grade and joint in

complate as per detailed specification.

28 Providing and laying - 600mm thick Filter media directed at the back of 2084.43 Sqm. 1180.34

abutments, returns and wing walls as per detailed specifications.

29 Fabricating, supply and erecting in position Standard Structural steel 10747.52 Kg. 127.95

sections conforming to IS 2062 for railing or other works using ISMB,

ISA, ISMC, MS plate, flat, square bars, pipe, square pipe, etc. including

welding, cutting, wastage, etc. complete. The rate is inclusive of

welding road, supply & fixing of correct size nut, bolts, washers,

including one primer coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two coat of

aluminium paint as per IS:2339 with all contractor's materials, labour,

tools & plants, in bolted/welded construction as directed by Engineer-

in Charge. The waste cut pieces shall Nost be included in the paying

quantity. The work shall be done as per drawing and specification. The

work shall be carried out as per IS:800, IS:816. For nspection Platform

30 Providing and casting in situ or precast controlled Cement Concrete M- 2444.04 Cum. 7499.27

45 for prestressed concrete work in Super structure including

centering, shuttering, curing, scaffolding, ramming, vibrating, finishing,

lauching or shifting complete. (II) Deck Slab, (III) Main Girders. (IV)

Diaphragm or Cross Girder

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

31 Providing & fixing in position (Thermo mechanically treated bars ) TMT 364.09 M.T. 81100.98

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.

(b) Cross Girder

32 Providing and fixing in position to exact profile High tensile steel wires 97.76 M.T. 72402.66

12.7/15.2mm dia of required ultimate strength conforming to low

Relaxation Prestressing steel strands including bending, cutting, tying

providing necessary standards as per IS 14268 and anchorages,

sheathing (HDPE), stressing, grouting, ducts as per detailed drawing

including necessary plant and machinary complete.

33 Providing and carrying out load test on bridge deck with simulated 300.00 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.

34 Providing and casting RCC in M-40 controlled concrete Crash Barriers 448.36 Cum. 5081.03

as 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.

35 Providing and laying precast RCC footpath slab in controlled cement 48.62 Cum. 1188.78

concrete of M-25 grade (7 cm thickness including necessary reinf.) and

providing and setting cement chequered tiles in C.M. 1:5 as per

drawing including necessary formwork, cutting and finishing complete.

36 Praviding Parapet of controlled cement concrete M-30 as per detailed 196.06 Cum 4922.44

drawing with necessary reinf including shuttering, laying, vibrating and

finishing to line and level complete. (Cast in Situ)

37 Providing and casting insitu controlled cement concrete M-35 in RCC 100.80 Cum. 5270.34

Gap Slab and Approach Slab including formwork, curing and finishing

38 Providing and fixing RCC M:25 architectural pylons at end of approach 10.00 Cum. 4772.35

structures including all materials, labour, reinforcement laying,

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

(a) Concrete for pylons

39 Providing and fixing in position (Thermo mechnically Treated bars) 4.00 M.T. 80338.03

TMT 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.

(b) Steel For pylons

40 Providing and fixing in position (Thermo mechnically Treated bars) 58.73 M.T. 79722.36

TMT 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

41 Providing Fusion Bonded Epoxy Coating not less than 175 micron 1580.74 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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

42 Providing and laying Double Walled corrugated Pipes (DWC) of 813.20 Rmt. 72.72

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.

43 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake 926.29 Rmt. 835.15

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

44 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST 72.00 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.

45 Providing and laying in position of uniform thickness, 2mm thick 4132.80 Sqm. 151.50

polymer water proofing membrane over deck.This item is including all

materials, labour, equipment, transportation, cleaning deck surface

including all leads and lifts etc. complete as per specifications and as

directed by Engineer.

46 Providing and fixing in position strip seal type expansion joints as per 196.00 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)

47 Providing and applying tack coat with Emulsion RS1 using bitumen 8945.20 Sqm. 15.05

pressure distributor at the rate of 0.30 kg/sqm on the existing

bituminous surface cleaned with Air Compressor.

48 Providing and laying 60 mm thick Dense Graded Bituminous 457.85 M.T. 3402.73

Macadam using BT stone chips as per MoRTH gradation and

specification with Bitumen Grade (VG 40) for mixing @ 45.00 Kg /MT

of total Wt. of mix i.e (4.50 % of total weight mix) including tack coat

@ 2.5 kg/10 smt with Bitumen Grade (VG 40) and mixing aggregate &

asphalt by batch mix plant and spreading the same by sensor paver

finisher including rolling & consolidation with 10-12 tonne vibratory

roller & providing all materials equipment's tools & plants, fire wood,

oil , kerossene,labour charges , using contractor 's own machinery etc

Complete as directed by engineer in charge as per MoRTH

49 Providing and laying 40 mm thick of compacted Bituminous concrete 311.74 M.T. 3699.02

using BT aggregate as per MORTH gradation ,specification and

asphalt Grade VG 40 mixing @54.00 Kg /MT of total Wt. of mix i.e.

(5.40% of total weight mix) including heating and mixing aggregate &

asphalt by batch mix plant spreading the same by sensor paver

finisher including rolling & consolidation with 10-12 tonne vibratory

roller,Tandem Roller ,PTR & providing all materials equipment's tools

& plants, fire wood, oil , kerossene,labour charges , using contractor 's

own machinery etc Complete as directed by engineer in charge as per

MoRTH Specification. For Wearing Coat

50 Road marking with Hot applied thermoplastic paint with refletririzing 181.30 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.

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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

51 Supplying and fixing cat eye made out from Acrilo beautile sterine 201.00 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)

52 Painting Two Coats on New Concrete Surfaces (Painting two coats 1162.87 Sqm. 81.81

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

new plastered concrete surfaces) - For inner face of crash barrier

53 Providing and laying, Spreading & Compacting Coarse Clean Sharp 21124.44 Cum. 708.94

Sand 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

54 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per 1639.17 Sqm. 352.49

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.

55 Providing and casting in situ controlled cement concrete M-35 for 1992.64 Cum. 4730.91

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

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

excluding reinforcement complete.

56 Filling available excavated earth (excluding rock) in trenches. plinth, 1587.46 Cum. 130.39

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

consolidating each disposited layer by ramming and watering.

57 Providing and fixing in position (Thermo mechnically Treated bars) 247.41 M.T. 79722.36

TMT 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.

Crash Barrier, Retaining Wall, Parapet

58 Construction of granular sub-base (Grade I) 200mm thick by providing 490.16 Cum. 1277.65

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

59 Providing, laying, spreading and compacting graded stone aggregate 612.70 Cum. 1379.58

to wet mix macadam 250mm thick in layers as per specification

including premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, 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.

60 Providing and laying Prime coat Emulsion SS1 binder @ rate of 7.5 2450.80 Sqm. 58.96

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

complete including cost of Emulsion asphalt.

61 Providing and laying 75 mm thick Dense Graded Bituminous 475.15 M.T. 3384.98

Macadam using BT stone chips as per MoRTH gradation and

specification with Bitumen Grade (VG 40) for mixing @ 45.00 Kg /MT

of total Wt. of mix i.e (4.50 % of total weight mix) including tack coat

@ 2.5 kg/10 smt with Bitumen Grade (VG 40) and mixing aggregate &

asphalt by batch mix plant and spreading the same by sensor paver

finisher including rolling & consolidation with 10-12 tonne vibratory

roller & providing all materials equipment's tools & plants, fire wood,

oil , kerossene,labour charges , using contractor 's own machinery etc

Complete as directed by engineer in charge as per MoRTH

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

62 Providing and laying 50 mm thick of compacted Bituminous concrete 323.51 M.T. 3597.21

using BT aggregate as per MORTH gradation,specification and asphalt

Grade VG 40 mixing @52.00 Kg /MT of total Wt. of mix i.e. (5.20% of

total weight mix) including heating and mixing aggregate & asphalt by

batch mix plant spreading the same by sensor paver finisher including

rolling & consolidation with 10-12 tonne vibratory roller,Tandem

Roller ,PTR & providing all materials equipment's tools & plants, fire

wood, oil , kerossene,labour charges , using contractor 's own

machinery etc Complete as directed by engineer in charge as per

MoRTH Specification.

63 Providing and fixing retro Reflective Prismatic grade Board using 2mm 2.00 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

64 Cautionary Warning Sign :-Providing and fixing sign boards made out 2.00 Nos. 5077.27

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

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

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

coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro 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

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-1

65 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 2.00 Nos. 4618.73

out 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

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 Reflec

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

66 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2.00 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

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-1

67 Distance Informatory / Destination Sign :-Providing and fixing sign 2.00 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 shee

68 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 2.00 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

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 R

69 Providing and applying two coats of 100% acralic breathable, Anti- 2085.40 Sqm. 377.43

carbonation, Water proof, Heat Insulating decorative external coating

of sunanda or equivalent of approved shade after applying a primer

coat of same materail. Mix 1 lit. of Acralic paint and applying it as a

primer allow it to dry for 4-6 hours. Mix 1 liter of anticarbonation paint

with 400-600 ml. of water and apply two coats using

brush/roller/spray at 24 hours of interval between each coat. Acralic

paint shall be spray/brush/roller applied with minimum DFT of 200-

250 microns and shall conform to the following properties. Carbon

dioxide diffusion equvalent air layer thickness(DIN EN 1062-6) >

m.: Carbon Dioxide diffusion resistance coefficient (DIN EN 1060-6) >

105 when tested as per DIN EN 1062-6 from a research institution NBA

accredited Grade A and internationaly ranked among top 5 research

institution in the world in annual survey conducteed by Georgia

Institute of Technology, ranking of research institutions; Elongation of

cured film shall be as per ASTMD 2370/98 > 400 %; Cloride Ion

Diffusion (ASTM C 1202)=Zero penetration ; Adhesion to concrete (ASTM D 4541) > 2 N/mm2 ; Solar reflective index (ASTM E 1980-11, EN 673:2011, EN

Rs. Twenty Five Crore Eighty Seven Lakhs Thirty Nine Thousand Three Hundred Forty Six and Thirty Eight Paisa Only.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

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.

Executive Engineer

Keystone Infrastructure, Ahmedabad