CONSTRUCTION OF MAJOR BRIDGE ON RAMPAR GOYALA ROAD AT CH. 1/500, TALUKA: ABDASA, DIST:KUTCH

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ON RAMPAR GOYALA ROAD AT CH. 1/500, TALUKA: ABDASA, DIST: KUTCH

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 755.00 Cum. 930.35

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

2 Removing of existing pipeline incl. removal of specials, valves jointing material 70.00 Rmt. 172.71

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

department store as directed excl. excation and refilling

3 Clearing and grubbing site/road/land including uprooting all vegetation, grass, 0.41 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.

4 Demarkation of road alignment including marking out road line by providing and 0.20 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.

5 Carryout soil investigation work including drilling 150 mm dia bore holes in all 202.39 Rmt. 2000.00

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.

6 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/ wing walls)

7 Diversion of water course, providing cofferdam and bund or island as may be 7.00 Each 25250.00

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

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

8 Providing flood gauge marks on substructure as per design including painting 19.28 Rmt. 167.03

9 Empty boring through all sorts of strata incl. soil/ordinary rock/hard rock for 915.00 Rmt. 5557.05

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.

10 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles 54.11 M.T. 47323.73

including applying protective coating as per drawing and specification and as

directed by Engineer.

11 Providing and casting in situ machine mixed controlled cement concrete M-40 1034.34 Cum. 5040.34

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)

12 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 206.87 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

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

13 Excavation for foundation of structures including existing pavement surfaces 7119.78 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

14(a) Carrying out load test on any pile as per standard procedure laid down in the 3.00 Nos. 500000.00

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

) specified in drawings

15 Conducting low strain pile integrity testing on RC Bored foundation piles using 61.00 Nos. 900.00

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

TNO of Netherland or equivalent that confirms to ASTM D5882.

16 Providing and laying in situ ordinary cement concrete M-15 grade bedding 460.83 Cum. 3737.13

concrete in foundation / below pile cap & retaining wall 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-35 grade Controlled Cement 831.57 Cum. 5239.41

Concrete in pile caps/Open Foundation at any depth including centering,

shuttering, mixing in mechanised batch mix plant, compaction, curing and

dewatering if necessary, excluding reinforcement as per specification and as

directed by Engineer.

18 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D 99.79 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-35 grade Controlled cement concrete for 275.16 Cum. 5583.14

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 (3) Side wall

20 Providing and laying machine mixed M-35 grade Controlled cement concrete for 47.25 Cum. 5905.46

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. (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 64.23 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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

22(a) Providing and laying in situ machine mixed controlled M-35 grade cement 379.73 Cum. 5662.91

concrete for Pier Cap, Abutment Cap, Dirt wall, Inspection Platform etc.

including M:40 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-35

22(b Pedestals & Seismic Restriner in M:40. 32.57 Cum. 5610.05

23 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 74.69 M.T. 80979.19

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

wall, Pedestals as per detailed design & drawings and schedule including

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

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

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

and as per specifications.

Pier Cap, Abutment Cap, Padestal, Seismic Arrestor & Pylon steel

24 Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats 889.17 Sqm. 143.82

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.

25 Providing and fixing in position fully moulded restrained elastomeric bearings as 614400.00 Cu. Cm. 0.90

per detailed drawings.

26 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 1894.00 Nos. 86.70

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 2146.34 Sqm. 1239.35

abutments, returns and wing walls as per detailed specifications.

28 Fabricating, supply and erecting in position Standard Structural steel sections 26280.00 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 nspection Platform

29 Providing and casting in situ or precast controlled Cement Concrete M-45 for 970.06 Cum. 7723.13

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

30 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D 144.05 M.T. 81849.00

steel bars of various diameters for all RCC works in super structure as per

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

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

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

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

(b) Cross Girder

31 Providing and fixing in position to exact profile High tensile steel wires 38.80 M.T. 72402.66

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

Prestressing steel strands including bending, cutting, tying providing necessary

standards as per IS 14268 and anchorages, sheathing (HDPE), stressing, grouting,

ducts as per detailed drawing including necessary plant and machinary complete.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

32 Providing and carrying out load test on bridge deck with simulated loading 150.00 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 153.75 Cum. 5230.91

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 Providing and casting insitu controlled cement concrete M-35 in RCC Approach 30.62 Cum. 5435.21

Slab including formwork, curing and finishing complete.

35 Providing and casting in situ controlled cement concrete M-400 for average 100 147.60 Cum. 5656.34

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

curing and fillingin joints with bitumen complete

36 Providing and fixing RCC M:25 architectural pylons at end of approach structures 10.00 Cum. 4922.22

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

complete as per detailed working drawing.

37 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 44.32 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.

Approach Slab, Crash Barrier

38 Providing Fusion Bonded Epoxy Coating not less than 175 micron thickness and 901.17 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

39 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene 393.60 Rmt. 62.62

(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

40 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake runner 790.40 Rmt. 876.90

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.

41 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. 48.00 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

42 Providing and laying in position of uniform thickness, 2mm thick polymer water 1672.80 Sqm. 300.00

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.

43 Providing and fixing in position strip seal type expansion joints as per detailed 67.50 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)

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

44 Road marking with Hot applied thermoplastic paint with refletririzing glass 252.06 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

45 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high 225.00 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)

46 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling 562.85 Sqm. 81.81

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

surfaces) - For inner face of crash barrier

47 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind 7266.98 Cum. 594.55

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.

48 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B 1222.50 Sqm. 353.37

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.

49 Providing and Casting in situ controlled Cement Concrete M-35 for R.C.C. Raft 2130.15 Cum. 4896.60

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-35 for R.C.C. 1709.63 Cum. 5503.84

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

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

51 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 1784.06 Cum. 136.92

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

disposited layer by ramming and watering.

52 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 557.58 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, 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)

53 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 271.22 M.T. 80979.19

reinforcing bars of various diameters for the above all RCC works as per detailed

designs and drawings and schedule including cutting, bending, hooking the bars,

binding with 18 SWG GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc. all complete as

per specification and as directed by Engineer.

For Retaining Wall, Head wall

54 Construction of granular sub-base (Grade I) 150mm thick by providing coarse 691.34 Cum. 1435.21

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

55 Providing and laying compacted WBM of Grading-II 250 mm thick MCBT metal of 1137.24 Cum. 1642.26

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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

56 Providing and laying Prime coat VG-30 binder @ rate of 4.00 Kg./10 sq.m. of 4468.93 Sqm. 21.44

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

57 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in single 518.21 M.T. 2982.47

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)

58 Providing & laying 20mm thick premix seal surfacing using specified graded 216.71 M.T. 3659.94

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.

59 Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board 9.00 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

60 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 3.00 Nos. 3906.19

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

61 Regulatory / Mandatory Sign :-Providing and fixing sign boardsmade out of 2mm 3.00 Nos. 3540.12

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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

62 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm 3.00 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 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

63 Distance Informatory / Destination Sign :-Providing and fixing sign boards made 3.00 Nos. 18254.19

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 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

64 Chevron sign :-Providing and fixing sign boards made out of1.5mm aluminium 8.00 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 submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

65 Providing and laying machine mixed M-25 grade Controlled cement concrete for 432.65 Cum. 5265.96

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. For

66 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) 100.00 Rmt. 5957.99

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 - 458/1989)

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.

Keystone Infrastructure, Ahmedabad

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

Quantity Unit Rate in Figures Amount

No specifications)

67 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP3 and 1200 100.00 Rmt. 444.40

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.

68 Earthwork for embankment including breaking clods, dressing with all lead and 950.00 Cum. 160.14

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. (A) From borrow pits within land

Rupees Sixteen Crore Fifty Five Lacs Forty Seven Thousand Four Hundred Twenty and Forty Eight 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 made.

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

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

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-10/2017 Cement Consumption/16/C Date:

11/05/2017 as stated in S.O.R. therefore in R.C.C. items where the reisa change as per actual mix design the cost of difference of cement

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

5 The Contractor will have to submit the required all mix design at his own cost before execution as directed and to be approved from the engineer in

6 Credit of Diversion material amount of Rs. 56,45,916.29 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

Naliya Bhuj-Kutch Bhuj-Kutch

Keystone Infrastructure, Ahmedabad