CONSTRUCTION OF MAJOR RIVER BRIDGE CONNECTING BETWEEN VILLAGE PEDHAMALI TA. VIJAPUR DIT. MEHSANA TO KADOLI TA. HIMMATNAGAR DIST, SABARKANTHA, ON SABARMATI RIVER IN TA. VIJAPUR, DIST. MEHSANA

NAME OF WORK :- CONSTRUCTION OF MAJOR RIVER BRIDGE CONNECTING BETWEEN VILLAGE PEDHAMALI TA. VIJAPUR DIT. MEHSANA TO

KADOLI TA. HIMMATNAGAR DIST, SABARKANTHA, ON SABARMATI RIVER IN TA. VIJAPUR, DIST. MEHSANA

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 2.25 Hectare 28455.09

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 3.41 Km. 2706.50

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 233.00 Rmt. 2020.00

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 Diversion of water course, providing cofferdam and bund or island as may be 2.00 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/

5 Diversion of water course, providing cofferdam and bund or island as may be 8.00 Each 25250.00

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

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

6 Providing flood gauge marks on substructure as per design including painting 24.89 Rmt. 165.69

7 Empty boring through all sorts of strata incl. soil/ordinary rock/hard rock for 1059.30 Rmt. 5410.29

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. Pile

8 Providing and installing 8 mm MS liner for bored-cast-in-situ concrete piles 119.58 M.T. 47323.73

including applying protective coating as per drawing and specification and as

directed by Engineer.

9 Providing and casting in situ machine mixed controlled cement concrete M-40 for 1906.25 Cum. 7772.47

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. For 1500 mm dia. Pile

(Excluding Reinforcement)

10 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 343.12 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. For 1500mm Dia. Pile

11 Excavation for foundation of structures including existing pavement surfaces 489.68 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,

12 Excavation in hard rock by dry-wet blasting and chiselling including dewatering 1818.75 Cum. 1675.97

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 procedure laid down in the 3.00 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 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 3.00 Nos. 65650.00

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.

(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 67.00 Nos. 909.00

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

Netherland or equivalent that confirms to ASTM D5882.

Keystone Infrastructure, Ahmedabad

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 156.60 Cum. 3587.76

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 1749.60 Cum. 5092.67

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 & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 174.96 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.

19 Providing and laying machine mixed M-40 grade Controlled cement concrete for 321.36 Cum. 5421.73

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 (3) Side wall

20 Providing and laying machine mixed M-40 grade Controlled cement concrete for 116.76 Cum. 5734.21

cast-in-situ Piers as per approved design and drawings, with necessary centering,

shuttering, scaffolding, transporting, placing, compacting by mechanical vibrators,

finishing, curing and casting as per drawing etc. complete excluding reinforcement

as directed by Engineer and as per specification. (B) Height from 5.0 to 10.0 M. (1)

Piers (2) Abutment (3) Side wall

21 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 79.98 M.T. 80979.19

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.

22 Providing and laying in situ machine mixed controlled M-40 grade cement concrete 367.58 Cum. 5500.68

for Pier Cap, Abutment Cap, 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

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

(b) Pedestals & Seismic Restriner in M:45 44.90 Cum. 5447.82

23 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 72.52 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, Dirt wall, Inspection platform, Padestal & Seismic Arrestor

24 Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats of 1120.70 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

25 Providing and fixing in position fully moulded restrained elastomeric bearings as per 921600.00 Cu. Cm. 0.90

detailed drawings.

26 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 380.00 Nos. 86.73

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

27 Providing and laying - 600mm thick Filter media directed at the back of abutments, 437.65 Sqm. 1238.93

returns and wing walls as per detailed specifications.

28 Providing and casting in situ or precast controlled Cement Concrete M-50 for 1805.04 Cum. 8582.20

prestressed concrete work in Super structure including centering, shuttering, curing,

scaffolding, ramming, vibrating, finishing, lauching or shifting complete. (II) Deck

Slab, (III) Main Girders. (IV) Diaphragm or Cross Girder

29 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 289.99 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.

(a) Main Girders

(b) Cross Girder

Keystone Infrastructure, Ahmedabad

Item Description of Item Rate in

Quantity Unit Amount

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

30 Providing and fixing in position to exact profile High tensile steel wires 12.7/15.2mm 72.20 M.T. 72402.66

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.

31 Providing and carrying out load test on bridge deck with simulated loading including 300.00 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.

32 Providing and casting RCC in M-40 controlled concrete Crash Barriers as per 377.99 Cum. 5084.17

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.

33 Providing and laying precast RCC footpath slab in controlled cement concrete of M- 34.29 Cum. 1206.54

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.

34 Providing and casting insitu controlled cement concrete M-35 in RCC Approach 28.36 Cum. 5273.80

Slab including formwork, curing and finishing complete.

35 Providing and fixing RCC M:25 architectural pylons at end of approach structures 10.00 Cum. 5104.55

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

as per detailed working drawing.

Concrete for pylons

36 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 128.46 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, Parapet, Approach slab, Pylon, Retaining Wall

37 Providing Fusion Bonded Epoxy Coating not less than 175 micron thickness and 1089.03 M.T. 8729.43

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

38 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene 632.00 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.

39 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake runner pipe 811.30 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.

40 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 54.00 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.

41 Providing and laying in position of uniform thickness, 2mm thick polymer water 2835.00 Sqm. 151.50

proofing membrane over deck.This item is including all materials, labour,

equipment, transportation, cleaning deck surface , including all leads and lifts etc.

complete as per specifications and as directed by Engineer.

42 Providing and fixing in position strip seal type expansion joints as per detailed 42.00 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

43 Providing and fixing the Continuity arrangement in deck slab as per the detailed 63.00 Rmt. 7428.00

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

44 Providing and casting in situ controlled cement concrete M-40 for average 100 mm 202.50 Cum. 5494.94

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

filling in joints with bitumen complete.

45 Fabricating, supply and erecting in position Standard Structural steel sections 6457.76 Kg. 131.83

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

46 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind 1462.47 Cum. 753.77

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

Keystone Infrastructure, Ahmedabad

Item Description of Item Rate in

Quantity Unit Amount

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

47 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B 3539.97 Sqm. 365.62

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

and joint in complate as per detailed specification and Drawing.

48 Providing and casting in situ controlled cement concrete M-35 for R.C.C. Retaining 616.64 Cum. 4734.39

wall as per drawings including centering, shuttering, scaffolding where necessary,

laying, vibrating, curing and finishing but excluding reinforcement complete.

49 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 313.58 Cum. 136.92

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

disposited layer by ramming and watering.

50 Construction of granular sub-base (Grade I) 150 mm thick by providing coarse 2495.52 Cum. 1272.60

graded material BTMC 53 mm to 26.5 mm ,BTMC 26.5 mm to 4.75 mm & Coarse

sand , spreading in uniform layers with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting with vibratory roller to

achieve the desired density, complete as per MoRTH clause

51 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size 1571.08 Cum. 1745.60

including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static

weight.100 mm thick compected.

52 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size 1935.37 Cum. 1581.23

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static weight.

75 mm thick compected each layer.

53 Providing and laying Prime coat VG-30 binder @ rate of 4.00 Kg./10 sq.m. of road 348.66 Sqm. 33.80

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

54 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in single 42.20 M.T. 4122.05

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

bitumen VG 30 for tack coat 2.50 Kg / 10 Sqmt. on B.T. Surface and 34 Kg i.e

3.40% 1 M.T. of mix (VG-30 Grade) by using stone chips as per M.O.R.T.& H

specification including heating the asphalt and aggregates by continuous batching

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

with Vibrator roller and providing, operating plant machineries, equipments, tools,

plants, oil, fire wood, kerosene and all labour charges etc. complete (using

contractor's own Drum mix plant and machineries)

55 Providing & laying 20mm thick premix seal surfacing using specified graded 17.66 M.T. 5133.29

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.

56 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 1096.37 Cum. 134.20

spreading the stuff, embankment as and where directed within 200meters from the

end of the cutting with all required lead and lift.

57 Earthwork for embankment including breaking clods, dressing with all lead and lift 1364.32 Cum. 177.91

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

58 Box cutting the road surface to proper slope and camber for making a base for road 525.38 Cum. 109.05

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

as directed with all lead & lift.

59 Construction of dry lean cement concrete Sub- base over a prepared sub-grade 1351.04 Cum. 3091.30

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.

60 Construction of 200mm thick un-reinforced, dowel jointed, plain cement concrete 2516.91 Cum. 8556.61

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.

61 Construction of earthen shoulders with approved material obtained from borrow pits 171.13 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

Keystone Infrastructure, Ahmedabad

Item Description of Item Rate in

Quantity Unit Amount

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

62 Road marking with Hot applied thermoplastic paint with refletririzing glass beads on 1029.88 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.

63 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high 787.00 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)

64 Providing and fixing retro Reflective Engineering grade Board using C.R.C. (M.S.) 9.00 Sqm. 9380.33

Sheet 2mm, 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.

1:4:8 with necessary excavation curing etc. complete as per I.R.C type design.(A)

65 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 3.00 Nos. 3379.46

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process & acid etching; coated with one coat

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

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy coatings in black andwhite 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 block of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)

66 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 3.00 Nos. 3268.79

aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching; coated with one coat of epoxy

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

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required;

painted with best quality 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 block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

67 Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm 3.00 Nos. 14831.71

aluminium sheet; size 244 x 122cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid etching; coated with one coat of

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

refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted

with best quality 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

68 Distance Informatory/ Destubatuib sign :Providing and fixing sing boards made out 3.00 Nos. 10926.57

of 2mm aluminium sheet; size 180 x 120cms. rectangle as as per the design of IRC-

67-1977 pre treated with phospheting process & acid etching; coated with one coat

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

refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals

should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as required; painted

with best quality 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

Keystone Infrastructure, Ahmedabad

Item Description of Item Rate in

Quantity Unit Amount

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

69 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 3.00 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 shall be

70 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the 1100.05 Sqm. 81.81

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

surfaces) - For inner face of crash barrier

In words Rs. Twenty One Crore Eleven Lakh(s) Eighty Six Thousand Two Hundred Six and Sixty One 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 (P) Sub Division R & B (P) Division R & B (P) Division

Vijapur Mehsana Mehsana

Keystone Infrastructure, Ahmedabad