Construction of Slab Drain and Other Miscellaneous Work on Various Road Under SCSP/MMGSY/BK/2025-26 Package No. 25 in Taluka: Palanpur Dist.Banakantha (1) Balaram Rajpuriya Double Fatak Road

No Figures

1 Clearing and grubbing site/road/land including uprooting all vegetation, grass, bush shrubs, 0.96 Hectare 28455.09

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 fixing 0.13 Km. 2706.50

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 of soil, 102.00 Rmt. 2020.00

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.

4 Diversion of water course, providing cofferdam and bund or island as may be necessary for 2.00 Each 10100.00

foundation and maintaining the same for the period as may be necessary. (A) Diversion by

Channel (F) Abutment Left & Right (including returns/ wing walls)

5 Diversion of water course, providing cofferdam and bund or island as may be necessary for 10.00 Each 25250.00

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 complete. 13.12 Rmt. 161.68

7 Empty boring through all sorts of strata incl. soil/ordinary rock/hard rock for providing RCC 484.50 Rmt. 3318.87

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.

8 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles including 30.35 M.T. 47323.73

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-35 for RCC 547.65 Cum. 4860.85

bored pile using Tremie Pipe including necessary flushing, dewatering, formwork,

transporting, compacting, vibrating,curing and finishing including all leads & lifts complete

as per detailed specifications. (Excluding Reinforcement)

10 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D steel bars of 109.53 M.T. 80776.94

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

11 Excavation for foundation of structures including existing pavement surfaces including 5635.62 Cum. 511.11

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,

Protection wall of Appron and Drain

12 Carrying out load test on any pile as per standard procedure laid down in the IS:2911 1.00 Nos. 505000.00

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.

Keystone Infrastructure, Ahmedabad

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(b) Routine Dynamic Pile Load Test on working piles for 1.5 times the design load specified in 3.00 Nos. 65650.00

13 Conducting low strain pile integrity testing on RC Bored foundation piles using pile integrity 57.00 Nos. 909.00

tester equipment manufactured by Pile Dynamics Inc. of USA of TNO of Netherland or

equivalent that confirms to ASTM D5882.

14 Providing and laying in situ ordinary cement concrete M-15 grade bedding concrete in 211.22 Cum. 3636.93

foundation / below pile cap including dewatering, shuttering, compacting, curing etc.

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

15 Providing and laying in-situ machine mixed RCC M-30 grade Controlled Cement Concrete in 660.98 Cum. 4982.45

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.

16 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe550 D steel bars of 66.10 M.T. 65007.76

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.

17 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 3204.63 Cum. 136.92

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

layer by ramming and watering.

18 Providing and applying Coal Tar Epoxy protective paint for Open Foundation in two coats of 811.24 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 etc. complete.

19 Providing and laying machine mixed M-30 grade Controlled cement concrete for cast-in-situ 311.24 Cum. 5316.35

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 & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D steel bars of 67.03 M.T. 80979.19

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

21 Providing and laying in situ machine mixed controlled M-30 grade cement concrete for RCC 227.80 Cum. 5395.57

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 specification.

Pier Cap, Abutment Cap & Dirtwall

22 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D steel bars of 34.18 M.T. 80979.19

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

23 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 99.00 Nos. 341.29

anchorage in fixed end as per detailed drawings including cutting, bending and welding

24 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 99.00 Nos. 399.70

anchorage in free end as per detailed drawings including cutting, bending and welding

25 Providing and laying Tar Paper bearing below solid slab as directed by engineer in charge. 181.50 Sqm. 25.25

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No Figures

26 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 100mm 438.00 Nos. 86.70

including laying in proper grade and joint in complate as per detailed specification.

27 Providing and laying - 600mm thick Filter media directed at the back of abutments, returns 510.10 Sqm. 1239.35

and wing walls as per detailed specifications.

28 Providing and Casting in situ controlled cement concrete M-30 for R.C.C. Solid Slab including 1243.44 Cum. 5456.94

centering, scaffolding, curing and finishing complete.

29 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D steel bars of 149.21 M.T. 80363.52

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) Solid Slab

30 Providing and carrying out load test on bridge deck with simulated loading including 150.00 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.

31 Providing and casting RCC in M-40 controlled concrete Crash Barriers as per detailed 183.34 Cum. 5132.55

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.

32 Praviding Parapet of controlled cement concrete M-30 as per detailed drawing with 65.77 Cum. 4973.96

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

complete. (Cast in Situ)

33 Providing and laying precast RCC footpath slab in controlled cement concrete of M-25 grade 34.43 Cum. 1206.54

(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

34 Providing and casting insitu controlled cement concrete M-30 in RCC Approach Slab 37.80 Cum. 5247.72

including formwork, curing and finishing complete.

35 Providing and casting in situ controlled cement concrete M-40 for average 100 mm thick 99.00 Cum. 5548.14

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

joints with bitumen complete.

36 Providing and fixing RCC M:25 architectural pylons at end of approach structures including 10.00 Cum. 4823.86

all materials, labour, reinforcement laying, ramming, curing etc. complete as per detailed

working drawing.

(a) Concrete work

37 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D reinforcing 108.07 M.T. 80363.52

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

38 Extra over rate for providing and applying corrosion resistance material on reinforcement in 693.43 M.T. 2575.50

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

39 Providing and fixing 100 mm diameter UPVC longitudinal / Downtake runner pipe conduits 634.34 Rmt. 1053.73

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

40 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. SD/303 132.00 Nos. 536.03

including grating with suitable clean out fixtures including all leads and lifts etc. complete as

per specification, design & drawings and as directed by Engineer.

Keystone Infrastructure, Ahmedabad

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41 Providing and fixing in position strip seal type expansion joints as per detailed drawing and 90.00 Rmt. 1733.16

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)

42 Road marking with Hot applied thermoplastic paint with refletririzing glass beads on 503.32 Sqm. 367.72

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.

43 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high 387.00 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

44 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface 377.52 Sqm. 81.81

with synthetic enamel paint in all shades on new plastered concrete surfaces) - For inner

face of crash barrier

45 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind Abutments 1955.03 Cum. 536.96

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

46 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B Dept . GR 1377.50 Sqm. 353.37

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

complate as per detailed specification and Drawing.

47 Providing and Casting in situ controlled Cement Concrete M-25 for R.C.C. Raft and cutt-off 1553.41 Cum. 4549.98

walls including necessary shuttering laying, vibrating, ramming and curing complete. (A)

Footing of RCC Retaining wall & Protection wall for Appron and Drain

48 Providing and casting in situ controlled cement concrete M-25 for R.C.C. Retaining wall as 1085.37 Cum. 5157.76

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

curing and finishing but excluding reinforcement complete. (A) Retaining Wall & Protection

wall for Appron

49 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash 97.55 Rmt. 3468.34

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,

mm long complete as per clause 811)

50 Fabricating, supply and erecting in position Standard Structural steel sections conforming 4.00 M.T. 104742.73

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

51 Construction of granular sub-base (Grade I) 150mm thick by providing coarse graded 872.94 Cum. 1400.87

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

Keystone Infrastructure, Ahmedabad

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52 Providing and laying compacted WBM of Grading-II 250 mm thick MCBT metal of size 45 to 1387.39 Cum. 1537.22

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.

53 Providing and laying Prime coat VG-30 binder @ rate of 4.00 Kg./10 sq.m. of road surface 2729.26 Sqm. 21.08

using Bitumen pressure sprayer etc. complete including cost of asphalt.

54 Providing and laying 50mm thick (Compacted) Bitumenous Macadam in single layer on the 300.24 M.T. 2926.40

existing B.T. Surface using stone chips as per gradation and using bitumen for tack coat

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 machine 125.54 M.T. 3611.74

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 Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board using 2mm 6.00 Nos. 7610.66

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

57 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium 6.00 Nos. 3906.19

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

58 Regulatory / Mandatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium 6.00 Nos. 3540.12

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

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59 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium 6.00 Nos. 21287.51

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

60 Distance Informatory / Destination Sign :-Providing and fixing sign boards made out of 2mm 6.00 Nos. 18254.19

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

61 Chevron sign :-Providing and fixing sign boards made out of1.5mm aluminium sheet / 3mm 16.00 Nos. 3711.75

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;

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

62 Box cutting the road surface to proper slope and camber for making a base for road work 3289.07 Cum. 109.08

including removing the excavated stuff and depositing on the road side slope as directed

upto 50Mt.lead.

63 Providing and laying Bituminous grout base course 37.5 mm thick using asphalt VG-30 for 843.76 M.T. 2320.30

tack coat at the rate of 2.50 kg./10 Sq.mt on BT surface using B.T. stone aggregates as per

required gradation with the asphalt of VG-30 grade at the rate of 1.99 % i.e. 19.90 Kg. /M.T.

by weight by mix including heating and mixing in drum mix plant, transporting the mix

spreading the same by paver finisher and consolidation by vibratory roller including cost of

all materials, fuel labours, tools and plant etc. using contractors own drum mix plant etc.

64 providing and laying 37.50 mm thick compacted bituminous macadam using stone chips 928.14 M.T. 2964.46

0.66 Cum per M.T. mix. As gradation and using asphalt grade VG 30 for tack coat for

kg/10smt on BT surface and mixing 34 Kg M.T. (L.e. 3.40 % of mix ) including heating the

asphalt and aggregate by continuous batching drum mix plant transporting mixed material

and spreading the same by paver finisher and consolidation by vibretory roller of 80 KN to

100 KN static weight including the cost of labour oil lubricants etc using contractor's own

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

Keystone Infrastructure, Ahmedabad

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65 Providing & laying bituminous Seal coat 0.18 cmt. / 10 Smt. with machine crushed 465.75 M.T. 3362.05

aggregates using 45.00 kg. VG-30 of bitumen per M.T. of total weight of mix agg. (4.50 % of

total weight of mix) by drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static wt. incl. providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges etc. comp. & flushing

sand @ rate of 0.18 cmt./10 smt.

66 Providing and laying in situ controlled cement concrete M-15 grade bedding concrete in 665.20 Cum. 4074.21

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

and position as directed by Engineer and as per specification. For C.C. Road

67 Providing and casting in situ controlled cement concrete concrete M-250 for C.C. road 675.00 Cum. 5089.13

including formwork curing and finishing complete.

68 Providing & fixing in position (Thermo mechanically treated bars ) TMT Fe550 D steel bars of 163.31 M.T. 80363.52

various diameters for C.C. road & RCC Drain works 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. For C.C. road & For Protection wall for Appron and Drain

69 Construction of earthen shoulders with approved material obtained from borrow pits with 143.27 Cum. 151.70

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

meet requirement of table No. 300-2

70 Providing and laying Rubble for appron (each stone weighting not less than 40Kg.) including 515.91 Cum. 1016.48

and packing and filing in the interestices with quarry-spalls.

Total =

Estimated amount put to tender Estimated amount put to tender

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

Net Rs. _______________________________ Net Rs. _______________________________

In words ______________________________ In words ______________________________

1 The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

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

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

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

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

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

Palanpur Palanpur Palanpur

Keystone Infrastructure, Ahmedabad