Construction of Major Bridge, Slab Drain and Other Miscellaneous Work on Various Road Under OWR Tribal/ MMGSY/ BK/ 2025-26/ Package No. 27 in Ta. Amirgadh Dist. Banaskantha (1) Khari Dabhela Ishavani Road, Ta. Amirgadh (2) Savaniya Approach Road, Ta. Amirgadh

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE, SLAB DRAIN AND OTHER MISCELLANEOUS WORK ON VARIOUS ROAD UNDER OWR

TRIBAL/MMGSY/BK/2025-26 PACKAGE NO. 27 IN TALUKA: AMIRGADH

(1) KHARI DABHELA ISHAVANI ROAD, TALUKA: AMIRGADH

(2) SAVANIYA APPROACH ROAD, TALUKA: AMIRGADH

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 Dismentaling the existing structure including removing and stacking the 1843.50 Cum. 930.35

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

2 Clearing and grubbing site/road/land including uprooting all vegetation, grass, 0.95 Hectare 28455.09

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.

3 Demarkation of road alignment including marking out road line by providing 0.53 Km. 2706.50

and fixing wooden pegs or steel rod of required size at every 25 M to 50 M

including excavating trenches ion both sides of 0.30 m x 0.30m including

supplying of labours and all materials for every work etc complete.

4 Carryout soil investigation work including drilling 150 mm dia bore holes in all 407.00 Rmt. 2020.00

sorts of soil, ordinary rock and hard rock, upto maximum depth as mentioned,

collection undisturbed samples and conduction standard penetration tests

alternate at an interval of 1.5 to 2.0 m depth, conducting necessary laboratory

tests for all type of classification and determination of soil parameters like

density, shear and consolidation parameters if required, including submission

of report in three copies covering investigation data and recommendation for

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

5 Diversion of water course, providing cofferdam and bund or island as may be 4.00 Each 10100.00

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)

6 Diversion of water course, providing cofferdam and bund or island as may be 42.00 Each 25250.00

necessary for foundation and maintaining the same for the period as may be

necessary. (A) Diversion by Channel (V) Pier Nos.

7 Providing flood gauge marks on substructure as per design including painting 30.31 Rmt. 161.68

8 Empty boring through all sorts of strata incl. soil/ordinary rock/hard rock for 1955.00 Rmt. 3318.87

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 1200 mm dia.

9 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles 107.56 M.T. 47323.73

including applying protective coating as per drawing and specification and as

directed by Engineer.

10 Providing and casting in situ machine mixed controlled cement concrete M-35 2209.95 Cum. 4860.85

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

11 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 413.89 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

12 Excavation for foundation of structures including existing pavement surfaces 11680.89 Cum. 511.11

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 & Retaining Wall

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

13 Carrying out load test on any pile as per standard procedure laid down in the 2.00 Nos. 505000.00

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

(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

13 Routine Dynamic Pile Load Test on working piles for 1.5 times the design load 6.00 Nos. 65650.00

(b) specified in drawings

14 Conducting low strain pile integrity testing on RC Bored foundation piles using 202.00 Nos. 909.00

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

TNO of Netherland or equivalent that confirms to ASTM D5882.

15 Providing and laying in situ ordinary cement concrete M-15 grade bedding 889.61 Cum. 3636.93

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.

16 Providing and laying in-situ machine mixed RCC M-30 grade Controlled Cement 2385.04 Cum. 4982.45

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.

17 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 225.34 M.T. 65007.76

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 specification.

18 Filling available excavated earth (excluding rock) in trenches. plinth, 5078.72 Cum. 136.92

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

each disposited layer by ramming and watering.

19 Providing and applying Coal Tar Epoxy protective paint for Open Foundation in 2923.32 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.

20 Providing and laying machine mixed M-30 grade Controlled cement concrete 936.79 Cum. 5316.35

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

drawings, with necessary centering, shuttering, scaffolding, transporting,

placing, compacting by mechanical vibrators, finishing, curing and casting as

per drawing etc. complete excluding reinforcement as directed by Engineer

and as per specification. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment

21 Providing and laying machine mixed M-30 grade Controlled cement concrete 149.24 Cum. 5632.08

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

drawings, with necessary centering, shuttering, scaffolding, transporting,

placing, compacting by mechanical vibrators, finishing, curing and casting as

per drawing etc. complete excluding reinforcement as directed by Engineer

and as per specification. (A) Height from 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)

22 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 214.50 M.T. 80979.19

steel bars of various diameters for all RCC works in Pier, Abutment as per

detailed design & drawings and schedule including cutting, bending, hooking

the bars, binding with 18 SWG GI wires and supporting as required with all lifts

and leads etc. complete including cost of all labour, materials, tools, plants,

equipments etc. all complete as directed by Engineer and as per specifications.

Piers, Abutments, Side wall & Pylon

23 Providing and laying in situ machine mixed controlled M-30 grade cement 739.14 Cum. 5395.57

concrete for RCC caps, Dirt wall, etc. including necessary scaffolding formwork,

centering, transporting, placing, compacting by mechanical vibrators, finishing

and curing and casting, finishing at any height or depth as per drawing etc.

complete excluding reinforcement, as directed by Engineer and as per

Pier Cap, Abutment Cap & Dirtwall

24 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 101.78 M.T. 80979.19

steel bars of various diameters for all RCC works in Pier Cap, Abutment cap,

Dirt wall as per detailed design & drawings and schedule including cutting,

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

required with all lifts and leads etc. complete including cost of all labour,

materials, tools, plants, equipments etc. all complete as directed by Engineer

and as per specifications.

Pier Cap, Abutment cap, Dirt wall

25 Providing and fixing in position Mild steel dowel bars in pier caps or abutment 195.00 Nos. 341.29

caps for anchorage in fixed end as per detailed drawings including cutting,

bending and welding complete.

26 Providing and fixing in position Mild steel dowel bars in pier caps or abutment 195.00 Nos. 399.70

caps for anchorage in free end as per detailed drawings including cutting,

bending and welding complete.

27 Providing and laying Tar Paper bearing below solid slab as directed by engineer 573.00 Sqm. 25.25

28 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 3372.00 Nos. 86.70

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 3775.80 Sqm. 1239.35

abutments, returns and wing walls as per detailed specifications.

30 Providing and Casting in situ controlled cement concrete M-30 for R.C.C. Solid 4197.76 Cum. 5456.94

Slab including centering, scaffolding, curing and finishing complete.

31 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 462.73 M.T. 80363.52

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.

32 Providing and carrying out load test on bridge deck with simulated loading 300.00 M.T. 169.92

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.

33 Providing and casting RCC in M-40 controlled concrete Crash Barriers as per 599.37 Cum. 5132.55

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.

34 Praviding Parapet of controlled cement concrete M-30 as per detailed drawing 134.11 Cum. 4973.96

with necessary reinf including shuttering, laying, vibrating and finishing to line

and level complete. (Cast in Situ)

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

35 Providing and laying precast RCC footpath slab in controlled cement concrete 72.07 Cum. 1206.54

of M-25 grade (10 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 Providing and casting insitu controlled cement concrete M-30 in RCC Approach 57.38 Cum. 5247.72

Slab including formwork, curing and finishing complete.

37 Providing and casting in situ controlled cement concrete M-40 for average 100 396.00 Cum. 5548.14

mm thick wearing coat laid as directed including tamping, vibrating, finishing,

curing and filling in joints with bitumen complete.

38 Providing and fixing RCC M:25 architectural pylons at end of approach 20.00 Cum. 4823.86

structures including all materials, labour, reinforcement laying, ramming,

curing etc. complete as per detailed working drawing.

(a) Concrete work

39 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 485.48 M.T. 80363.52

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, Parapet & Retaining Wall

40 Extra over rate for providing and applying corrosion resistance material on 1761.34 M.T. 2575.50

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

41 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake runner 2580.75 Rmt. 1053.73

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.

42 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 528.00 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

43 Providing and fixing in position strip seal type expansion joints as per detailed 345.00 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 40 mm Expansion)

44 Road marking with Hot applied thermoplastic paint with refletririzing glass 379.68 Sqm. 367.72

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.

45 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction 335.00 Nos. 375.72

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)

46 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling 1510.08 Sqm. 81.81

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

concrete surfaces) - For inner face of crash barrier

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

47 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind 13106.67 Cum. 536.96

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

48 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B 2822.75 Sqm. 353.37

Dept.GR પરચ/૧૦૨૦૨૦/૧૨૯૩/સી,તા.૧૭/૦૨/૨૦૨૧ including laying in

proper grade and joint in complete as per detailed specification and Drawing.

49 Providing and Casting in situ controlled Cement Concrete M-25 for R.C.C. Raft 2665.20 Cum. 4549.98

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

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

50 Providing and casting in situ controlled cement concrete M-25 for R.C.C. 2276.40 Cum. 5157.76

Retaining wall as per drawings including centering, shuttering, scaffolding

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

reinforcement complete.

51 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 673.12 Rmt. 3468.34

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,

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)

52 Fabricating, supply and erecting in position Standard Structural steel sections 8.00 M.T. 104742.73

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 Height Barrier upto 5.50 mt. height

53 Construction of granular sub-base (Grade I) 150mm thick by providing coarse 571.89 Cum. 1400.87

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

54 Providing and laying compacted WBM of Grading-II 250 mm thick MCBT metal 953.16 Cum. 1537.22

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.

55 Providing and laying Prime coat VG-30 binder @ rate of 4.00 Kg./10 sq.m. of 3326.85 Sqm. 21.08

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

56 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in single 464.40 M.T. 2926.40

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

bitumen for tack coat 2.50 Kg / 10 Sqmt. on B.T. Surface and 34 Kg i.e 3.40%

M.T. of mix (VG-30 Grade) by using stone chips as per M.O.R.T.& H

specification including heating the asphalt and aggregates by continuous

batching Drum Mix Plant and spreading the same by paver finisher including

consolidation with Vibrator roller and providing, operating plant machineries,

equipments, tools, plants, oil, fire wood, kerosene and all labour charges etc.

complete (using contractor's own Drum mix plant and machineries)

57 Providing & laying 20mm thick premix seal surfacing using specified graded 194.17 M.T. 3611.74

machine crushed aggregates withVG-30 grade bitumen at the rate of 5.1%

i.e.51.0Kg/M.T. by weight mix including heating & mixing in drum mix plant

transporting the mix spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all materials

fuel, labours, tools and plant etc. comp. and flushing sand @ rate of

0.30cmt/100smt.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

58 Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board 12.00 Sqm. 7610.66

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

59 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

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

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

60 Regulatory / Mandatory Sign :-Providing and fixing sign boardsmade out of 4.00 Nos. 3540.12

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

year outdoorexposure test report from third party test lab for the

61 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos. 21287.51

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

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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

62 Distance Informatory / Destination Sign :-Providing and fixing sign boards 4.00 Nos. 18254.19

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 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty for

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

63 Chevron sign :-Providing and fixing sign boards made out of1.5mm aluminium 16.00 Nos. 3711.75

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

Credit of Dismentaled Material

Rupees Twenty Nine Crore Seventeen Lakh(s) Thirteen Thousand Nine Hundred Seventy Five And Paise Thirty Five 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

6 Credit of dismentaled material amount of Rs. 6,25,195.20 must be recovered from Contractor's 1st R.A Bill

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Palanpur Palanpur Palanpur

Keystone Infrastructure, Ahmedabad