Strengthening and widening of Wankaner Palas Mathak road between Km. 4/700 to 28/600, Dist.: Morbi.

Name of Work : Strengthening and widening of Wankaner Palas Mathak road between Km. 4/700 to 28/600, Dist.: Morbi.

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 24.000 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 gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 110900.000 Sq.Mt. 42.59

stacking useful materials on road side and disposing off remaining stuff

3 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including 6960.000 Cu.Mt. 109.24

cutting and loading in tippers, trimming bottom and side slopes, in accordance with

requirements of lines, grades and cross-sections, and transporting to the embankment location

with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause

4 Box cutting the road surface to proper slope and chamber for making a base for road work 63640.000 Cu.Mt. 109.24

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

5 Earth work for embankment with Effective CBR 8 % including breaking clods, dressing with all 100970.000 Cu.Mt. 177.91

lead 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.

6 Construction of Granular Sub Base (Grading- VI) by providing coarse graded material of grading 37910.000 Cu.Mt. 1036.26

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.

7 Providing and laying compacted WBM of grading II , B.T.M.C.metal including spreading watering 35670.000 Cu.Mt. 1564.49

and consolidation by vibratory roller etc complete.

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

No. specifications)

8 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 49620.000 Cu.Mt. 1221.09

(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.

9 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 202490.000 Sq.Mt. 68.68

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

using mechanical brooms.

10 Providing & laying DENSE GRADED BITUMINOUS MACADAM with batch Mix Plant using crushed 21735.000 M.T. 3543.08

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.

11 Providing & laying BITUMINOUS CONCRETE with batch Mix type Plant using crushed aggregates 13445.000 M.T. 3951.12

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

12 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 5556.000 Cu.Mt. 177.82

vibratory roller etc. complete

13 Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks including 77.800 Cu.Mt. 4842.87

formwork curing and finishing, complete

14 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick 450.000 Cu.Mt. 706.93

with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

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

No. specifications)

15 Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and 400.000 Rmt. 236.34

bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade

foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone

laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)

16 Construction of Granular Sub Base (GSB) 200mm thick by providing coarse graded material of 2400.000 Cu.Mt. 1047.37

grading-VI 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.

17 Providing and laying in position M-10 grade concrete for cement conctere work , using cement 720.000 Cu.Mt. 3245.56

content as per approved Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering

shuttering finishing and reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer - in - charge. Without

18 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared 2100.000 Cu.Mt. 6179.07

sub base with 53 grade cement M30 Grade, 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

19 Supplying , stacking, spreading , rolling and watering Hard Murrum as directed for side shoulder 1200.000 Cu.Mt. 397.94

as directed with all lead & lift.

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

No. specifications)

20 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 98.000 No. 5077.27

4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-2012. Pretreated 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;

3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as vrequired 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. (A) Class-C Type-11 Retro Reflective sheeting

21 Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm 14.000 No. 6313.51

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol or inscription/letters / 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. (A)Class-C Type-11 Retro Reflective

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

No. specifications)

22 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 20.000 No. 26572.09

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

23 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 10.000 No. 5906.48

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35x 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

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)

24 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 20.000 No. 14085.46

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 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 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. (A) Class-C Type-11 Retro Reflective sheeting

25 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 40.000 No. 4618.73

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 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 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

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)

26 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin 6750.000 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.

27 Cat Eye / Road Stud/RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of 10775.000 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.

28 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement 5.000 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 M.D.R.)

29 Providing and Fixing Ordinary Kilometer stone of precast C.C. 1:2:4 including necessary 18.000 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.)

30 Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. 94.000 No. 356.50

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)

31 Providing and Fixing Guard stone as per I.R.C. type design including white washing etc. 184.000 No. 346.78

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

32 Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 2.000 No. 5108.58

mm ACP (Aluminum composite Panel); size 60x45 cm rectangular plus 30x25cm additional plate

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; 3.6 mtr long stand post of 75 x75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 35x 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 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

33 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 88.000 No. 3666.30

3mm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of 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 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

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

(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)

34 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 104.000 No. 4681.35

(Aluminum composite Panel); size 60x50 cm 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; 3.3 mtr long stand post of 75 x75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x

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 originaa 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

35 Over Head Gantry Sign board - Providing and erecting over head gantry sign boardwith the 2.000 No. 880114.00

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.

36 Painting two coats after filling the surface with synthetic enamel paint in all shades on new 1056.000 Sq.Mt. 81.81

concrete Kerb surfaces

37 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 1680.000 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)

38 Providing and Laying Heavy Duty MS Bollards at Median Gap as per specification 4.000 No. 1111.00

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

No. specifications)

39 Excavation for Foundation of Piers, Abutment foundations in sand, gravel, clay, soft soils, 9014.000 Cu.Mt. 511.11

murrum, hard 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

Depth upto 3.0 m below GL

40 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 264.000 Cu.Mt. 3306.94

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

41 Providing and casting in situ ordinary cement concrete M15 for Bedding of Pipes as per detail 227.000 Cu.Mt. 3772.18

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

42 Supplying and fixing Reinforced concrete heavy duty non-pressure pipes with collars for culverts 112.500 Rmt. 6621.26

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

class NP4 of following internal diameters. 1200 mm

43 Providing and casting in situ Ordinary cement concrete M-200 for R.C.C. Raft and cut-off walls 383.000 Cu.Mt. 4202.61

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

44 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 213.250 M.T. 73643.49

Fe 550D grade) bar conforming to IS 1786 of all categories for various 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. complete as per specification and detailed drawing.

For Foundation in Pier, Return wall, Abutment, RCC Crash Barrier, Approach Slab, Raft, Walls,

Top Slab, RCC Retaining Wall with Foundation, RCC Raft, Piers, Abutment, Counterfort,

Abutment Cap, Pier Cap, Dirt Wall, RCC Solid Slab, Wearing Coat etc.

45 Flexible Apron :Construction of flexible apron 300mm thick comprising of loose stone boulders 79.250 Cu.Mt. 1083.81

weighing not less than 40 kg beyond curtain wall.

46A Dismantling the existing structure including removing and stacking the dismantle led material for 403.520 Cu.Mt. 930.35

all lead as directed. by Engineer-in-Charge

46B (b) Rubble Masonry 16.250 Cu.Mt. 409.22

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

No. specifications)

47 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 750.000 Cu.Mt. 3772.18

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

48 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft, 481.000 Cu.Mt. 4856.08

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

49 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings 3786.000 Cu.Mt. 5198.58

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

(a) Height upto 5m

50 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and 2932.000 Sq.Mt. 1239.35

wing walls as per detailed specifications.

51 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 2932.000 No. 86.70

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.

52 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 288.000 Rmt. 611.13

53 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 95.000 Cu.Mt. 5266.06

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

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

54 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 424.000 Cu.Mt. 5206.03

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

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

55 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 44.000 No. 159.37

56 Providing and fixing marble slab including engraving letters / numbers, painting complete. 20.000 No. 1007.37

Size 75cm x 60cm x 4cm

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

No. specifications)

57 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 89.000 Cu.Mt. 3003.74

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

58 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 939.000 Cu.Mt. 1041.05

boulders weighing not less than 40 kg beyond curtain wall.

59 Providing and laying filter media 150mm thick as directed underneath pitching in slopes as per 1396.000 Sq.Mt. 640.59

technical specifications.

60 Providing and filling in foundation with ordinary cement concrete M:10 grade and providing 46.000 Cu.Mt. 3345.58

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

61 Providing and casting in-situ controlled cement concrete of M:20 grade for RCC work for 518.000 Cu.Mt. 4591.53

Foundation and cut-off walls, 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

62 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in Walls / 980.000 Cu.Mt. 5198.58

piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required

size for heights mentioned below including, centering, shuttering, scaffolding wherever

necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

(a) Height from 0 to 5m

63 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in pier cap, 47.000 Cu.Mt. 5278.54

dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned

below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position,

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

the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge,

etc. complete as per specification.

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

No. specifications)

64 Providing and casting in situ controlled cement concrete M30 for R.C.C. work in super structure 99.000 Cu.Mt. 5520.38

including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A)

RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by Engineer-in-

charge complete as per specification.

65 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 22.000 No. 341.29

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

66 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 22.000 No. 399.70

anchorage in free end as per detailed drawing including cutting, bending and welding complete.

67 Providing and casting in-situ controlled cement concrete of M40 grade for wearing coat laid as 36.000 Cu.Mt. 5694.69

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

position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.

68 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture 2435.000 Sq.Mt. 639.33

mechanically with compressed air under pressure, comprising of cement, sand, coarse

aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and

coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio

ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than

Mpa and workmanship conforming to clause 2807.6.

69 Fixing of reinforcment of the desired size after drilling, cleaning and injecting two component 580.000 No. 202.00

specialized epoxy acrylate based resin supplied in cartridges. The rate should include all material

, scaffolding, labour etc complete.

12 mm Dia REBAR

70 Applying Epoxy mortar Over leached Honey Combed and Spelled Concrete Surface and exposed 580.000 Sq.Mt. 436.32

steel reinforcment complete as per technical specfication.

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

No. specifications)

71 Providing and casting in-situ controlled cement concrete of M25 grade for RCC substructure in 134.000 Cu.Mt. 5050.91

piers including Stagging and Shuttering, (Jacketing) with 20mm down coarse aggregate of the

required size for heights mentioned below including, centring, shuttering, scaffolding wherever

necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

(a) For Ht up to 0. to 5.0 mt

72 Patching of damaged concrete surface with polymer concrete and curing compounds, initiator 487.500 Sq.Mt. 2199.78

and promoter, available in present formulations, to be applied as per instructions of

manufacturer and as approved by the Engineer.

73 Guniting concrete surface with cement mortar applied with compressor after cleaning surface 1628.000 Sq.Mt. 775.68

and spraying with epoxy complete as per Technical Specification

74 Providing and laying rubble Soling (each stone weighting not less than 40Kg.) including and 330.000 Cu.Mt. 1083.81

packing and filing in the interestices with quarry-spalls.

75 Providing and placing in position M-250 Controlled cement concrete for PCC work in protection 1170.000 Cu.Mt. 4620.45

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

76 Providing and laying dry stone pitching of 230 mm thick on slopes with RCC Panel CC Beam of 120.000 Cu.Mt. 38030.54

230 x 230 in M200 Concrete including hand packing, filling joints as directed by engineer in

charge for all lead and lift.

77 Earth work for embankment including breaking clods, dressing with all lead and lift and including 6240.000 Cu.Mt. 152.51

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.

From borrow pits within all lead & lift

78 Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse 816.000 Cu.Mt. 853.45

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.

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

No. specifications)

79 Providing and laying 200 mm thick Granular Sub base laying in required layer by providing coarse 592.000 Cu.Mt. 849.41

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.

80 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 2800.000 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

13.2 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

81 Supplying and fixing Reinforced concrete heavy duty non-pressure pipes with collars for culverts 225.000 Rmt. 3446.50

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

82 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 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

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

No. specifications)

83 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 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

84 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 26.000 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 Micro 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 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 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

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)

85 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 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

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………………………………

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

No. specifications)

* (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 dismental and diversion credit at Rs.32,20,676.67 Shall be deducted from R.A. Bills.

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division