Road work

Name of Work : Resurfacing of Amreli Varsada Matiyala Krishnagadh road 0+000 to 10+000, Dist.: Amreli.

BILL OF QUANTITIES

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling 6.000 Hect. 28455.09

and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials

(C) By mechanical means in area of light jungle

2 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Using Motor 40150.000 Sq.Mt. 1.82

Grader) (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of

scarified material with in all lifts and lead upto 1000 metres.)

3 Earth work for embankment for SUBGRADE with including breaking clods, dressing with all lead 5205.000 Cu.Mt. 177.91

and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to

required dry density, including filling the depressing, which occurs during the process using

power roller of 8 tonne to 10 tonne all as per specification(as per 5th Revision).

4 Construction of Granular Sub Base (Grading- VI) by providing coarse graded material of grading 5580.000 Cu.Mt. 770.01

as per Morth Spection (5th Revision), 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 specification.

5 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 600.000 Cu.Mt. 966.57

(WMM) specification including premixing the material with water at OMC in mechanical mix

plant carriage of mixed material by tripper to site, laying in uniform layers with paver in sub base

/ base course on well prepared surface and compacting with vibratory roller to achieve the

desired density.

6 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 41250.000 Sq.Mt. 65.65

the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface

using mechanical brooms.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

7 Providing & laying BITUMINOUS CONCRETE with batch Mix type Plant using crushed aggregates 2895.000 M.T. 3962.23

of specified grading, premix with bituminous binder VG-40 Grade @ 5.5 per cent by weight of

total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction complete, all as per MORTH

8 Providing & laying DENSE GRADED BITUMINOUS MACADAM with batch Mix Plant using crushed 5080.000 M.T. 3614.79

aggregates of specified grading, premix with bituminous binder VG-40 Grade @ 4.5 per cent by

weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic

paver finisher with sensor control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired compaction complete, including

providing & applying of tack coat @ 0.25 kg/sq.m., all as per MORTH specification.

9 Supplying , stacking, spreading , rolling and watering Hard Murrum as directed for side shoulder 1600.000 Cu.Mt. 409.05

as directed with all lead & lift.

10 Box cutting the road surface to proper slope and chamber for making a base for road work 10350.000 Cu.Mt. 109.41

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

11 Construction of un-reinforced, dowel jointed, Plain Cement Concrete pavement M-25 Grade over 3780.000 Cu.Mt. 6246.85

a prepared sub base with 53 grade cement, coarse and fine aggregate conforming to IS

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.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

12 Construction of Dry Lean Cement Concrete Subbase over a prepared sub-grade with coarse and 4725.000 Cu.Mt. 2049.91

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

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.

13 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 54.000 No. 3906.19

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

14 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm 8.000 No. 6397.43

ACP (Aluminum composite Panel); size 90x60 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; 3.3mtr 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 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. (B) Class-B Type-4 Retro Reflective sheeting

15 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 6.000 No. 21287.51

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long

(2 Nos.)stand post of 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 foreach board shall be as per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

16 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4.000 No. 3990.64

4mm ACP (Aluminum composite Panel); size 80 x 60 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;

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

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.

17 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 6.000 No. 12341.52

4mm ACP (Aluminum composite Panel); size 150x90 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 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

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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

18 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 28.000 No. 3540.12

sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle 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

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.

19 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin 4050.000 Sq.Mt. 367.72

surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35-2015. The 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

color marking should provide liminance coefficinet on cemend road shalll be min

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. Warrenty for retro

reflectivity shall be 2(Two) years.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

20 Cat Eye / Road Stud/RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of 2050.000 No. 326.23

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass

bead lens) capable of providing total internal reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97-DO Ill Dt 11.06.

The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-5 degree. The

strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using

epoxy resin based adhesive as per manufacturer's recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

21 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement 10.000 No. 1935.15

as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For N.H., S.H. and

22 Providing and Fixing Ordinary Kilometer stone of precast C.C. 1:2:4 including necessary 11.000 No. 704.33

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete

(For N.H., S.H. and M.D.R.)

23 Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. 80.000 No. 356.50

complete.(ii) Fixing in C.C. 1:5:10

24 Providing and Fixing Guard stone as per I.R.C. type design including white washing etc. 80.000 No. 344.08

complete.(ii) Fixing in C.C. 1:5:10

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

25 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP 6.000 No. 6704.36

(Aluminum composite Panel); size 90 cms. Octagonal 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.

26 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 40.000 No. 3518.69

mm ACP (Aluminum composite Panel); size 90x30 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; 1.8mtr 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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

27 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 100.000 No. 3711.75

(Aluminum composite Panel); size 60x50cm rectangular on Both Side of pole 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 of 35x35x3mm; painted with bestquality

epoxycoatings 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 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

28 Over Head Gantry Sign board - Providing and erecting over head gantry sign boardwith the 2.000 No. 2461673.00

desired message over a designed support system of steel Structure, erected as per approved

design and drawings and with lateral clearance as per requirment , with foundaiton of Gantry

column as per drawing and complete in all respect.

29 Painting two coats after filling the surface with synthetic enamel paint in all shades on new 240.000 Sq.Mt. 81.81

concrete Kerb surfaces

30 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 1200.000 Rmt. 3405.72

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)

31 Dismantling the existing structure including removing and stacking the dismantle led material for 242.850 Cu.Mt. 930.35

all lead as directed. by Engineer-in-Charge

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

32 Excavation for foundations for Piers, Abutment in sand, gravel, clay, soft soils, murrum, hard 2825.400 Cu.Mt. 511.11

murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring, strutting and

dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling

the excavated pit by approved excavated material etc. complete as per specification.

Depth upto 3.0 m below GL

33 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 309.000 Cu.Mt. 3798.46

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,

34 Providing and casting in-situ controlled cement concrete of M25 grade for RCC work for Raft, 199.000 Cu.Mt. 4726.80

Walls & Top Slab, with 20mm down coarse aggregate of the required size for any depth

including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

35 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 61.470 M.T. 73794.69

Fe 550D grade) conforming to IS 1786 of all categories for following items of various

components including cutting, bending, hooking and tying with 18 gauge mild steel binding

wires, supporting in position to ensure lines and levels during concreting, maintaining proper

cover / spacing etc.

For Foundation in Raft, Walls, Top Slab, Retaining wall with foundation, RCC Crash Barrier,

Approach Slab, Retaining wall with foundation etc.

36 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings 807.000 Cu.Mt. 5227.36

including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing

(a) Height upto 5m

37 Providing and laying ‐ Fitter Media 600mm thick directed at the back of abutments, returns and 903.400 Sq.Mt. 1239.35

wing walls as per detailed specifications.

38 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 920.000 No. 56.13

corrodible grating and geotextile, extending through the full width of the structure with slope of

1V:20H etc. complete as per drawing and technical specification.

39 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 52.800 Rmt. 611.13

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

40 Providing and casting in-situ controlled cement concrete of M20 grade for RCC Kerb with 20mm 10.410 Cu.Mt. 4869.02

down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

41 Providing and casting in-situ controlled cement concrete of M25 grade for approach slab with 93.420 Cu.Mt. 5065.15

20mm down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

42 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 12.000 No. 159.37

43 Providing and fixing marble slab including engraving letters / numbers, painting complete. 6.000 No. 1012.65

Size 75cm x 60cm x 4cm

44 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 64.620 Cu.Mt. 3003.74

weighing not less than 40 kg in Concrete M15 between Box & curtain wall.

45 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 478.320 Cu.Mt. 1083.81

boulders weighing not less than 40 kg beyond curtain wall.

46 Providing and laying filter media 150mm thick as directed underneath pitching in slopes as per 399.000 Sq.Mt. 310.07

technical specifications.

47 Providing and fixing 'W' metal double beam crash barrier assembly, consisting of a corrugated 90.000 Rmt. 3468.34

sheet metal beam rail fixed 70 cm above finished road/ground level onto ISMC channel vertical

posts using approved fittings and fixtures. The beam rail shall be mounted to the vertical post

utilizing a channel section spacer. All steel parts, fitments, nuts, bolts, fittings, fixtures, Etc. shall

be protected by hot-dip galvanisation. All fittings must conform strictly to IS:1367 and IS:1364

(or latest revisions). The entire work shall be executed complete in all respects as per the

approved drawings and technical specifications detailed in Clause 810 of the MoRTH

Specifications.

48 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 206.000 Cu.Mt. 3345.58

including necessary shuttering laying, vibrating, ramming and curing complete.

49 Providing and placing in position M20 grade controlled cement concrete for PCC work in Head 1120.000 Cu.Mt. 4620.45

walls including form work, shuttering, mixing, placing, compaction, curing etc. complete in all

50 Providing and laying ‐ Filter Media 150mm thick directed at the back of abutments, returns and 2200.000 Sq.Mt. 413.12

wing walls as per detailed specifications.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

51 Providing and laying dry stone pitching of 300mm thick on slopes with RCC Panel CC Beam of 510.000 Cu.Mt. 4419.76

300x 300 in M200 Concrete including hand packing, filling joints as directed by engineer in

charge for all lead and lift.

52 Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse 348.000 Cu.Mt. 887.79

graded material Grading-II using B.T.M.C. Metal, crushed stone aggregate 26.5mm to 4.75mm at

75% and below 2.36mm at 25% having CBR not less than 25% as per Table 402 of MORT&H

gradation including leveling the materials at the site of work, mixing & spreading in to grade and

camber, watering and consolidation at OMC with vibratory roller including the cost of materials,

labours etc. complete.

53 Providing and laying 200 mm thick Granular Sub base laying in required layer by providing coarse 236.000 Cu.Mt. 813.05

graded material Grading-I using B.T.M.C. Metal 53mm to 26.5mm @ 35%, aggregate 26.5 to

4.75mm @ 45% and below 2.36mm @ 20% having CBR not less than 30% as per Table 402 of

MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to

grade and camber, watering and consolidation at OMC with vibratory roller including the cost of

materials, labours etc. complete.

54 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 1100.000 Sq.Mt. 157.98

appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded

premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or

mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade

and level to serve as wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. ) TYPE A

55 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 30.000 Cu.Mt. 177.91

vibratory roller etc. complete

56 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 100.000 Rmt. 3469.26

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP3 of following internal diameters. 900 mm

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

57 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 9148.16

4mm ACP (Aluminum composite Panel); size 120cm x90cm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long

stand post (2 Nos.) of 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 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 10 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 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 9867.07

4mm ACP (Aluminum composite Panel); size 180x60 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 Micro Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of 50 x 50 x 5mm / 50NB 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 foreach board shall be as per theinstruction 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 10 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

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount

No. specifications)

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of my

/our tender works out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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

2 The labour cess 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 there is a 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 amount of credit for crushed metal at Rs.11,03,242.56 Shall be deducted from R.A. Bills.

Deputy Executive Engineer Executive Engineer

R & B Sub Division No. 2 R & B Division