Construction of Fly Over Bridges on Gambhoi Bamna Vankaner Road Km. 56/800 to 74/650 (Gambhoi to Vankaner), 2 VUP work Ta. Himmatnagar, District- Sabarkantha

Name of work :- Construction of Fly Over Bridges on Gambhoi Bamna Vankaner Road Km. 56/800 to 74/650 (Gambhoi to Vankaner), 2 VUP work Ta.

Himmatnagar, District- Sabarkantha

(1) Construction of Fly Over Bridge on Gambhoi Bamna Vankaner Road Km. 56/800 to 74/650 (Gambhoi to Vankaner) (Ch. 69/240, Junction-6)

(2) Construction of Fly Over Bridge on Gambhoi Bamna Vankaner Road Km. 56/800 to 74/650 (Gambhoi to Vankaner) (Ch. 73/410, Junction-7)

BILLS OF QUANTITIES

Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

1 Clearing and grubbing site/road/land including uprooting all vegetation, grass, bush 0.25 Hectare 28455.08

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 providing and 0.10 Km. 2706.60

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 complete.

3 Carryout soil investigation work including drilling 150 mm dia bore holes in all sorts 130.00 Rmt. 2323.00

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 Empty boring through all sorts of strata including soil/ordinary rock/hard rock for 430.00 Rmt. 3319.19

providing RCC bored piles 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

5 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles 23.01 M.T. 47323.73

including applying protective coating as per drawing and specification and as

directed by Engineer.

6 Providing and casting in situ machine mixed controlled cement concrete M-40 for 486.06 Cum. 5040.69

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)

7 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 86.47 M.T. 80776.94

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

8 Chipping and dressing of the RCC piles upto cut off level including cleaning of 103.81 Rmt. 1060.46

reinforcement and removal of dismantled materials etc. for providing pile caps as

directed by Engineer and as per specifications. For 1200 mm dia.

9 Excavation for foundation of structures including existing pavement surfaces 3870.61 Cum. 511.45

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,

RCC wall RCC box

10 Excavation in large boulders and soft rock by welding including shoring, strutting 2405.55 Cum. 717.23

and dewatering as necessary and disposing of the excavated stuff as directed

11 Excavation in hard rock by dry-wet blasting and chiselling including dewatering 1457.67 Cum. 1675.97

preparing foundation base by proper benching and stepping and disposing of the

excavated stuff as directed.(B) prohibited Blasting work.

12 Providing and fixing mild steel dowel bars of 32mm dia. for anchoring by drilling 403.20 Rmt. 450.07

holes in foundation strata including necessary bending,hooking of dowel bars and

grouting the holes complete as per detailed drawing and as directed

13 Carrying out load test on any pile as per standard procedure laid down in the 1.00 Nos. 580750.00

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 static method

14 Carrying out load test on any pile as per standard procedure laid down in the 1.00 Nos. 75497.50

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.

(b) Routine Dynamic Pile Load Test on working piles for 1.5 times the design load

specified in drawings

15 Conducting low strain pile integrity testing on RC Bored foundation piles using pile 43.00 Nos. 1045.35

integrity tester equipment manufactured by Pile Dynamics Inc. of USA of TNO of

Netherland or equivalent that confirms to ASTM D5882.

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

16 Providing and laying in situ ordinary cement concrete M-15 grade bedding concrete 760.33 Cum. 3737.47

in foundation / below pile cap including dewatering, shuttering, compacting, curing

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

17 Providing and laying in-situ machine mixed RCC M-40 grade Controlled Cement 1236.75 Cum. 5239.75

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

18 Providing and laying in situ machine mixed M-15 trench filling in foundation 200.26 Cum. 3715.63

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

position as directed by Engineer and as per specification.

19 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 123.67 M.T. 65007.76

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 / Pile cap

20 Providing and laying machine mixed M-40 grade Controlled cement concrete for 527.27 Cum. 5583.51

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

21 Providing and laying machine mixed M-40 grade Controlled cement concrete for 171.31 Cum. 5905.86

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 5.0 to 10.0 M. (1)

Piers (2) Abutment

22 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 133.30 M.T. 80978.77

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 cement concrete 346.65 Cum. 5636.85

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

Pier Cap, Abutment Cap, Dirt wall, Inspection Platform in M:40 & Pedestal &

24 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 64.98 M.T. 80979.19

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 two coats of 1155.35 Sqm. 143.82

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

26 Providing and fixing in position fully moulded restrained elastomeric bearings as per 393120.00 Cu.Cm. 0.90

detailed drawings.

27 Providing and fixing in position elastomeric pad as per detailed drawing 140000.00 Cu.Cm. 0.48

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

28 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 880.00 Nos. 86.73

100mm including laying in proper grade and joint in complate as per detailed

29 Providing and laying - 600mm thick Filter media directed at the back of abutments, 7338.24 Sqm. 1238.93

returns and wing walls as per detailed specifications.

30 Providing and Casting in situ controlled cement concrete M-40 for R.C.C. Solid Slab 605.80 Cum. 5161.26

including centering, scaffolding, curing and finishing complete.

31 Providing and casting in-situ controlled cement concrete M 40 for R.C.C. work in 344.88 Cum. 6151.74

super structure including centering shuttering scaffolding ramming, vibrating, curing

and finishing complete.

T-Beam and Deck type of superstructure

32 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 130.48 M.T. 81849.00

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

33 Providing and carrying out load test on bridge deck with simulated loading including 600.00 M.T. 169.92

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 as per 4326.74 Cum. 5231.25

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 casting insitu controlled cement concrete M-35 in RCC Approach 78.30 Cum. 5435.59

Slab including formwork, curing and finishing complete.

36 Providing and casting in situ controlled cement concrete M-40 for average 100 mm 178.90 Cum. 5514.88

thick wearing coat laid as directed including tamping, vibrating, finishing, curing and

filling in joints with bitumen complete.

37 Providing and fixing RCC M:25 architectural pylons at end of approach structures 20.00 Cum. 4922.57

including all materials, labour, reinforcement laying, ramming, curing etc. complete

as per detailed working drawing.

Concrete for pylons

38 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 727.43 M.T. 80363.52

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 Approach Slab Wearing coat RCC Pylon Retaining Wall Parapet

39 Extra over rate for providing and applying corrosion resistance material on 1357.65 M.T. 2961.83

reinforcement in difference structural elements of work as and when required or as

directed by engineer-in- charge including all material cost, application, machinery,

labor, testing and workmanship etc. completed. For all dia. bars

40 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene 3576.42 Rmt. 72.72

(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

41 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake runner pipe 467.05 Rmt. 876.11

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.

42 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 84.00 Nos. 536.03

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.

43 Providing and fixing in position strip seal type expansion joints as per detailed 94.00 Rmt. 1733.16

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

44 Providing and fixing the Continuity arrangement in deck slab as per the detailed 24.00 Rmt. 846.72

drawing with fixtures, components, filler etc. complete as directed by Engineer in

45 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 108.54 Cum. 4553.37

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

curing complete.

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

46 Reinforced Earth Retaining Wall (M 35): Providing and Laying only with Knitted and 15430.50 Sqm. 2700.71

PVC coated Polyester Uniaxial Geogrid-Techgrid indigenously manufactured from

selected high tenacity polyester yarn with high molecular weight (> 25000 g/mol),

and low carboxyl end group (<30mmol/kg) for Reinforced soil wall with granular fill

of PHi-30 degree (design is to be carried out in accordance with BS-8006 / FHWA)

with concrete Block (M35) as facia, casting & erection of panels with Techgrid,

providing & laying of levelling pad of M15, providing and laying coping beam (M25),

providing and laying 600mm thick filter media etc. completed as per the necessary

drawing and instruction of Engineer In Charge. The work shall be carried out with

necessary testings as per MoRTH specification, design and detail specification.

Excluding providing, laying and compacting selected backfill and retained fill behind

the wall, excavation, P.C.C. and ground improvement, if any. (for all heights)

47 Providing and casting in situ controlled cement concrete M-35 for R.C.C. wall as per 562.89 Cum. 4896.99

drawings including centering, shuttering, scaffolding where necessary, laying,

vibrating, curing and finishing but excluding reinforcement complete.

48 Granular earth filling in approach portion of RE Wall (as per MORTH section 3100) 64222.00 Cum. 684.08

including laying of earth as per specification for compaction in 250 mm thick loose

by mechanical means using motor grader including watering the earth to bring the

earth upto required OMC including rolling with the use of vibratory roller when earth

is at suitable moisture content with desired field density not less than 97% of

maximum dry density (modified proctor test). The material for filling shall conform to

IRC Highway Research Board's special report No

49 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 3161.24 Cum. 136.92

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

50 Providing and casting in situ controlled cement concrete M-250 for kerb/kerb blocks 360.73 Cum. 4908.19

including formwork, curing and finishing complete.

51 Construction of Subgrade 500 mm thick with approved material obtained from 36404.85 Cum. 191.90

borrow pits with all lifts and leads, transporting to site spreading, grading to required

slope and compacting to meet requirement to MoRTH table 300-2 in layers not

more than 200 mm thick as directed by engineer in charge.(Subgrade shall be

having CBR ≥ 9 by replacing subgrade material or by blending granular

material/simultaneously)

52 Construction of granular sub-base (Grade I) by providing coarse graded material 10791.22 Cum. 1299.42

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

53 Providing, laying, spreading and compacting graded stone aggregate to wet mix 8431.71 Cum. 1628.54

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.

54 Providing and laying Prime coat Emulsion SS1 binder @ rate of 7.5 Kg./10 sq.m. 33814.11 Sqm. 89.94

of road surface using Emulsion pressure sprayer etc. complete including cost of

Emulsion asphalt.

55 Providing and applying tack coat with Emulsion RS1 using bitumen pressure 33814.11 Sqm. 19.57

distributor at the rate of 0.25 kg/sqm on the existing bituminous surface

cleaned with Air Compressor.

56 Providing and laying 75 mm thick Dense Graded Bituminous Macadam using BT 6555.73 M.T. 5117.31

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 Specification

57 Providing and laying 40 mm thick of compacted Bituminous concrete using BT 3570.80 M.T. 5566.29

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

58 Providing and laying machine mixed M-35 grade Controlled cement concrete for 343.92 Cum. 5530.65

cast-in-situ RCC Box 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.

59 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 91.32 M.T. 80979.19

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 Head Wall RCC box

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

60 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal 4171.50 Cum. 403.75

of dismantled materials up to a lead of 1000 metres, stacking serviceable and

unserviceable materials separately) (II) By Mechanical Means (A) Bituminous course

61 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal 26419.50 Cum. 92.92

of dismantled materials up to a lead of 1000 metres, stacking serviceable and

unserviceable materials separately) (II) By Mechanical Means (B) Granular course

62 Box cutting the road surface to proper slope and camber for making a base for road 25899.11 Cum. 511.45

work including removing the excavated stuff and depositing on the road side slope

as directed upto 50Mt.lead.

63 Construction of dry lean cement concrete Sub- base over a prepared sub-grade 3300.00 Cum. 2738.30

with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table 600-1, cement content not to be less

than 150 kg/ cum, optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller finishing and curing

64 Construction of 300mm thick un-reinforced, dowel jointed, plain cement concrete 6600.00 Cum. 7591.57

pavement over a prepared sub base with concrete grade M40 and with OPC-53

grade cement @440kg/cum, coarse and fine aggregate confirming to IS:383,

maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design, transported to site, laid with a fixed form

or slip form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion construction and longitudinal joints,

joint filler, separation membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and

grades as per drawing etc complete as per instruction on Engineer in charge

65 Construction of earthen shoulders with approved material obtained from borrow pits 649.05 Cum. 191.90

with all lifts & leads, transporting to site, spreading, grading to required slope and

compacted to meet requirement of table No. 300-2

66 Road marking with Hot applied thermoplastic paint with refletririzing glass beads on 2583.22 Sqm. 367.72

bitumen surface. Providing and laying of Hot applied Thermoplastic compound

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

67 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high 2322.00 Nos. 375.72

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)

68 Standard Delineator: Providing and fixing of Standard Metal Delineator consisting of 445.00 Nos. 1027.17

minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner

micro prismatic non-metallic retro reflective sheeting on each side conforming with

IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D

4956 Type XI table specification. The delineator shall be painted with powder coat

of minimum 40 microns thickness, on top of which retro reflective sheeting shall be

pasted on both sides. The structure shall be manufactured in roll forming process

and shall have height not less than 800 mm above the ground, width not less than

100 mm and shall extend not more than 300mm below the ground while being

installed. height of sheeting should be minimum 150mm whereas width of sheeting

should not be less than 75mm (should be placed every alternative 15cm). The front

and back faces of the delineator should be curved with a radius of not more than

200 mm and with delta angle (or central angle of curve) lying between 20o and 30o,

to increase the visibility of the delineator for vehicles moving in continuous curves.

The delineator shall have grooves across the length to make the reflective sheets

vandal-proof. The delineator is meant for application on gaps in median, traffic

islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site

69 Providing and fixing retro Reflective Prismatic grade Board using 2mm Aluminum / 12.00 Nos. 12310.89

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

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

70 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 12.00 Nos. 5077.27

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 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

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

71 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 12.00 Nos. 4618.73

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

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)

72 Cl C T(Junction)

Direction 11 R tSign

R fl:-Providing

ti fixing sign boards made out of 2mm 12.00 Nos. 26572.09

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 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

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

73 h ll b Informatory

Distance b itt d b / Destination

t t (A) Cl :-Providing

Sign CT 11 Rfixing

and t Rsignfl boards

ti out 12.00 Nos. 20918.11

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

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

74 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 12.00 Nos. 4681.35

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

Item Description of Item Rate in

Quantity Unit Amount

No (with brief Specification and reference to book of specifications) Figures

75 Providing and applying two coats of 100% acralic breathable, Anti-carbonation, 19828.76 Sqm. 377.43

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) > 100 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 410:2011) >104, Whwn tested from

Government approved laboratory CEPT or equivalent. The inter-coat gap to be

76 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the 5093.68 Sqm. 81.81

surface with synthetic enamel paint in all shades on new plastered concrete

surfaces) - For inner face of crash barrier

77 Dismentaling the existing structure including removing and stacking the 489.19 Cum. 930.23

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

78 Removing of existing pipeline incl. removal of specials, valves jointing material 174.62 Rmt. 216.65

including carting and stacking of removed material from site of work to the

department store as directed excl. excation and refilling

79 Providing and laying machine mixed M-30 grade Controlled cement concrete for 518.06 Cum. 5424.92

cast-in-situ RCC Box 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.

In words Rs. Forty Five Crore Sixty Lakh(s) Twenty Eight Thousand Five Hundred Twenty Two and Forty Seven 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

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 Sub Division R & B Division R & B Division

Himmatnagar Himmatnagar Himmatnagar