CONSTRUCTION OF MAJOR RIVER BRIDGE CONNECTING RANSIPUR STATE HIGHWAY TO BHAVNAGAR EKLARA VILLAGE ROAD TALUKA: IDAR, DISTRICT: SABARKANTHA

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1 Clearing and grubbing site/road/land including 5.86 Hectare 28455.09

uprooting all 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 0.29 Km. 2706.50

out road line by 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

m x 0.30m including supplying of labours and all

materials for every work etc complete.

3 Carryout soil investigation work including drilling 200.00 Rmt. 2000.00

150 mm dia bore 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 2.00 Each 10100.00

bund or island as 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)

Description of Item

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(with brief Specification and reference to book of Quantity Unit Amount

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5 Diversion of water course, providing cofferdam and 8.00 Each 25250.00

bund or island as 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 28.30 Rmt. 165.69

design including painting complete.

7 Empty boring through all sorts of strata including 1005.00 Rmt. 5410.29

soil/ordinary rock/hard rock for 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 1500 mm dia.

8 Providing and installing 8 mm MS liner for bored- 99.61 M.T. 47323.73

cast-in-situ concrete piles including applying

protective coating as per drawing and specification

and as directed by Engineer.

9 Providing and casting in situ machine mixed 1775.05 Cum. 8016.50

controlled cement 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 & fixing in position (Thermo mechanically 280.57 M.T. 80776.94

treated bars) TMT 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

Description of Item

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(with brief Specification and reference to book of Quantity Unit Amount

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specifications)

11 Excavation for foundation of structures including 688.34 Cum. 511.45

existing pavement 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 specification.

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

12 Excavation in hard rock by dry-wet blasting and 23054.48 Cum. 1675.97

chiselling including dewatering preparing

foundation base by proper benching and stepping

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

prohibited Blasting work.

13 Carrying out load test on any pile as per standard 1.00 Nos. 500000.00

procedure laid down 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 static

14 Carrying out load test on any pile as per standard 1.00 Nos. 65000.00

procedure laid down 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.

(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 67.00 Nos. 900.00

Bored foundation piles using pile integrity tester

equipment manufactured by Pile Dynamics Inc. of

USA of TNO of Netherland or equivalent that

confirms to ASTM D5882.

Description of Item

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(with brief Specification and reference to book of Quantity Unit Amount

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16 Providing and laying in situ ordinary cement 728.22 Cum. 3737.47

concrete M-15 grade bedding concrete in

foundation / below pile cap / R.C.C. Raft and cut-off

walls 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- 1749.60 Cum. 5239.75

40 grade Controlled 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 174.96 M.T. 65007.76

treated bars) TMT 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

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.

19 Filling in foundation and plinth with murrum or 1132.82 Cum. 294.38

watering, ramming and consolidating etc. complete.

20 Providing and laying machine mixed M-40 grade 365.54 Cum. 5583.51

Controlled cement 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

Description of Item

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(with brief Specification and reference to book of Quantity Unit Amount

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specifications)

21 Providing and laying machine mixed M-40 grade 210.40 Cum. 5905.86

Controlled cement 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

5.0 to 10.0 M. (1) Piers (2) Abutment

22 Providing and laying machine mixed M-40 grade 125.37 Cum. 6709.32

Controlled cement 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

10.0 to 15.0 M. (1) Piers (2) Abutment

23 Providing & fixing in position (Thermo mechanically 130.76 M.T. 80978.77

treated bars ) TMT 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.

24 Providing and laying in situ machine mixed 378.27 Cum. 5636.85

controlled M-40 grade 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.

Pier Cap, Abutment Cap, Dirt wall, Inspection

Platform in M:40 & Pedestal & Siesmic in M-45

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

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specifications)

25 Providing & fixing in position (Thermo mechanically 602.96 M.T. 80979.19

treated bars ) TMT 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, For RCC wall, For Head Wall, For RCC Box,

Wearing coat, Crash barrier, Approach slab

26 Fabricating, supply and erecting in position 4905.44 Kg. 131.83

Standard Structural steel 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 Inspection Platform

27 Providing and applying Coal Tar Epoxy protective 1516.82 Sqm. 141.00

paint for Pile Cap 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.

28 Providing and fixing in position fully moulded 1382400.00 Cu. Cm. 0.90

restrained elastomeric bearings as per detailed

29 Providing and fixing in position elastomeric pad as 188000.00 Cu. Cm. 0.42

per detailed drawing.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

30 Providing and laying weep holes in abutments and 2331.00 Nos. 86.73

returns ny using A.C. pipe of 100mm including

laying in proper grade and joint in complate as per

detailed specification.

31 Providing and laying - 600mm thick Filter media 2487.49 Sqm. 1238.93

directed at the back of abutments, returns and

wing walls as per detailed specifications.

32 Providing and casting in situ or precast controlled 2000.43 Cum. 8756.97

Cement Concrete M-50 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

33 Providing & fixing in position (Thermo mechanically 307.28 M.T. 81849.00

treated bars ) TMT 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.

(a) RCC Girder

(b) Deck slab

34 Providing and fixing in position to exact profile High 80.02 M.T. 72402.66

tensile steel wires 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.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

35 Providing and carrying out load test on bridge deck 300.00 M.T. 169.92

with simulated 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.

36 Providing and casting RCC in M-40 controlled 325.39 Cum. 5231.25

concrete Crash Barriers 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.

37 Providing and laying precast RCC footpath slab in 31.93 Cum. 1206.54

controlled cement 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.

38 Providing and casting insitu controlled cement 145.80 Cum. 5435.59

concrete M-35 in RCC Approach Slab including

formwork, curing and finishing complete.

39 Providing and casting in situ controlled cement 253.53 Cum. 5514.88

concrete M-40 for average 100 mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen

40 Providing and fixing RCC M:25 architectural pylons 10.00 Cum. 4922.57

at end of approach structures including all

materials, labour, reinforcement laying, ramming,

curing etc. complete as per detailed working

Concrete for pylons

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

41 Providing and fixing in position (Thermo 68.39 M.T. 80363.52

mechnically Treated bars) 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

Crash Barrier, Approach Slab, Wearing coat, RCC

42 Providing Fusion Bonded Epoxy Coating not less 1564.92 M.T. 8729.43

than 175 micron 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

43 Providing and laying Double Walled corrugated 540.00 Rmt. 72.72

Pipes (DWC) of 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.

44 Providing and fixing 100 mm diameter UPVC 795.06 Rmt. 876.11

longitudinal / Downtake 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.

45 Providing and fixing 100 mm dia. G.I. Drainage 216.00 Nos. 536.03

spouts, as per MOST 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.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

46 Providing and fixing in position strip seal type 42.00 Rmt. 1733.16

expansion joints as per 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 fixing the Continuity arrangement in 63.00 Rmt. 699.96

deck slab as per the detailed drawing with fixtures,

components, filler etc. complete as directed by

Engineer in charge.

48 Providing and laying machine mixed M-35 grade 6856.14 Cum. 5530.65

Controlled cement concrete for cast-in-situ

Retaining wall and 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. For RCC "U" type

49 Providing and laying, Spreading & Compacting 960.12 Cum. 657.16

Coarse Clean Sharp 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

50 Providing and laying Extruded Biaxial Polypropylene 2157.19 Sqm. 365.62

Geo Grid as Per GOG R & B Dept. GR

including laying in proper grade and joint in

complate as per detailed specification and Drawing.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

51 Construction of Subgrade with approved material 27835.20 Cum. 191.90

obtained from 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

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) 150 7007.02 Cum. 1023.13

mm thick by providing coarse graded material

BTMC 53 mm to 26.5 mm ,BTMC 26.5 mm to

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 and laying compacted WBM of Grading-II 4403.92 Cum. 1231.19

100 mm thick MCBT metal of size 45 to 63mm in

required layers including using 16% stone

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

including spreading watering & consolidation by

vibratory roller etc. comp.

54 Construction of dry lean cement concrete Sub- 4961.26 Cum. 2571.65

base over a prepared sub-grade 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.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

55 Construction of 250mm thick un-reinforced, dowel 6676.89 Cum. 7269.39

jointed, plain cement concrete pavement over a

prepared sub base with concrete grade M30 and

with OPC-53 grade cement @410kg/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.

56 Dismentaling the existing structure including 74.10 Cum. 930.23

removing and stacking the dismentelled materials

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

57 Removing of existing pipeline incl. removal of 31.00 Rmt. 172.71

specials, valves jointing material including carting

and stacking of removed material from site of work

to the department store as directed excl.

excavation and refilling

58 Providing and laying machine mixed M-25 grade 54.40 Cum. 5266.33

Controlled cement concrete for cast-in-situ Head

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. For

Head Wall & Parapet

59 Earthwork in cuting in all sorts of soil and soft 20025.20 Cum. 134.20

murrum including conveying and spreading the

stuff, embankment as and where directed within

200meters from the end of the cutting with all

required lead and lift.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

60 Earthwork for embankment including breaking 19961.80 Cum. 177.91

clods, dressing with all 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

61 Providing and supplying ISI Standard R.C.C. pipes 40.00 Rmt. 5957.99

(of sulphate Resisting Cement) in standard lengths

of NP3 class 1200 mm diameter suitable for either

collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete (IS -

Note : One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with

each full length socketed pipe, cost included in

rates below.

62 Lowering, laying and jointing R.C.C. pipes in C.M. 40.00 Rmt. 444.40

1:1½ of Class NP3 and 1200 mm diameters in

proper position, grade and alignment at all level as

directed by Engineer- in - charge including

conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code.

63 Praviding Parapet of controlled cement concrete M- 10.42 Cum 5424.92

30 as per detailed drawing with necessary reinf

including shuttering, laying, vibrating and finishing

to line and level complete. (Cast in Situ)

64 Type - A, "W" : Metal Beam Crash Barrier (Providing 2616.00 Rmt. 3468.34

and erecting a "W" 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, 1.8 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 811)

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

65 Providing and casting in situ controlled cement 225.71 Cum. 5072.66

concrete M-300 for Parapet including formwork

curing and finishing, complete

66 Road marking with Hot applied thermoplastic paint 1675.92 Sqm. 367.72

with refletririzing glass beads on bitumen surface.

Providing and laying of Hot applied Thermoplastic

compound 2.5 mm thick including Reflectorising

Glass Beads @ 250 gms per sqm area, thickness of

2.5 mm is exclusive of surface applied glass beads

as per IRC : 35 & finished surface to be level,

uniform and free from streaks and holes. Zebra

patta / Bump patta lane / center line / edge line

/cut patta. The white colour marking should

provide liminance cooficient on cement road shall

be minimum 130 mcd/M2 / LUX and asphalt road

shall be min. 100 mcd/M2/ LUX during the service

life during the day time. The marking should meet

the performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned in

the section 15 of IRC 35:2015 Warranties for

retroreflective shall be 2 years.

67 Supplying and fixing cat eye made out from Acrilo 1187.00 Nos. 375.72

beautile sterine 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)

68 Providing and fixing retro Reflective Hi Intensity 15.00 Sqm. 7610.66

Micro Prismatic Grade Board using 2mm Aluminum

/4mm ACP,angle iron 75 x 75 x 6mm. Descaling and

degreasing the board as per requirement using

epoxy 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 7 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be

submitted by contractor. (B)Class B Type-

4(MDR/ODR) retro reflective sheeting

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

69 Cautionary Warning Sign :-Providing and fixing sign 10.00 Nos. 3906.19

boards made out 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white

bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

70 Regulatory / Mandatory Sign :-Providing and fixing sign 10.00 Nos. 3540.12

boardsmade out of 2mm aluminium sheet / 4mm ACP

(Aluminumcomposite Panel); size 60 cms. Dia Circle as

per design ofIRC-67-2012. Pre treated with phospheting

process & acidetching; coated with one coat of epoxy

primer and two coats ofbest quality epoxy paint ;

reflectorised with High IntensityPrismatic Grade retro

refiectivesheeting of Type-4 as perASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr longstand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MSPipe as

required and frame fabricated from suitable size

ironangle of 35 x 35 x 3mm; painted with bestquality

epoxycoatings in black and white bends. The details of

symbol foreach board shall be as per the instruction of

engineer incharge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x45 x 60 Cms. for each leg including

excavation, curingetc.complete under the supervision of

engineer in charge. Awarranty for 7 years for the Retro

reflective sheeting fromoriginal manufacturer & a

certified copy of 3 year outdoorexposure test report

from third party test lab for the productoffered shall be

submitted by contractor. (B) Class-B Type-4Retro

Reflective sheeting.

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

71 Direction (Junction) Sign :-Providing and fixing sign 10.00 Nos. 21287.51

boards made out of 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.)

long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50x50x5mm; painted with

bestquality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

72 Distance Informatory / Destination Sign :-Providing and 10.00 Nos. 18254.19

fixing sign 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board

shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting

Description of Item

Item Rate in

(with brief Specification and reference to book of Quantity Unit Amount

No Figures

specifications)

73 Chevron sign :-Providing and fixing sign boards made 10.00 Nos. 3711.75

out of 1.5mm aluminium sheet / 3mm ACP Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; painted with bestquality epoxy

coatings in black and white bends. the details of symbol

or inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Total =

In words Rs. Thirty Nine Crore Twenty One Lakh(s) Ninety One Thousand Five Hundred Nine and Eighty

Six 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

Estimated amount put to tender Estimated amount put to tender

Deduct…….…….………% below Add…….…….………% Above

Net Rs. _______________________________ Net Rs. _______________________________

In words ______________________________ In words ______________________________

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

the Engineer-In-Charge for which no extra payment shall be made.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.:

PRC-10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C.

items where the reisa change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in all the

5 The Contractor will have to submit the required all mix design at his own cost before execution as

directed and to be approved from the engineer in charge.

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

Deputy Executive Engineer Sr. Divisional Account Executive Engineer

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

Idar Himmatnagar Himmatnagar