Widening and Strengthening of Koshindra-Bhakha Road Km. 0/00 to 15/500 (O.D.R.) Ta. Bodeli Dist. Chhotaudepur

Name of Work :- Widening and Strengthening of Koshindra Bhakha Road Km.

0/00 to 15/500 (O.D.R.) Ta. Bodeli Dist. Chhotaudepur

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation, 15.06 Hect. 28455.09

grass, bushes, shrubs, saplings and trees girth up to 300 mm,

removal of stumps of trees cut earlier and disposal of unserviceable

material. (C) By mechanical means in area of light jungle.

2 Earthwork in cutting in all sorts of soil and soft murrum including 36100.30 Cum 137.33

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all required

3 Rolling of earthwork in layers with power roller including filling in 36004.90 Cum 13.42

depressions which occurs during the process.

4 Providing and filling in foundation with ordinary cement concrete M- 1120.97 Cum 3226.18

100 mix and providing necessary vertical pin headers including form

work, vibrating, ramming and curing complete.

5 Earthwork for embankment including breaking clods, dressing with all 34911.20 Cum 212.14

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller 8 T

to 10T. (D) From borrow area within all lead and lift.

6 Box cutting the road surface to proper slope and camber for making a 60751.30 Cum 112.02

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto all lead and lift.

7 Scarifying existing bituminous surface to a depth of 50 mm by 460.00 Sq.m. 6.16

mechanical means Hydraulic excavator (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)

8 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 42106.00 Sq.m. 42.59

10 cm.depth including stacking useful materials on road side and

disposing off remaining stuff.

9 Laying and spreading available soil in the sub-grade on a prepared 45811.80 Cum 841.88

surface, pulverising, mixing the spread soil in place with soil stabilizer

& binder spreader with 2 percent cement using binder spreader

machine, grading with motor grader and compacting with the road

roller at OMC to the desired density to form a layer of improved sub

10 Construction of 150 mm thick compacted Granular Sub Base by 23694.90 Cum 1758.81

providing GSB Grade-I coarse graded material BTMC using metal

53mm to 26.5 mm@ 35%, aggregate 26.5mm to 4.75 mm @ 45% and

stone dust 2.36 mm below @ 20% including 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 Clause 401.2 Table

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

11 Providing and laying 200 mm thick Wet Mix Macadam (WMM) in two 26012.40 Cum 1867.89

layer of 100mm using machine crushed black trap aggregate of 40 to

50 mm size in the material with water OMC in mechanically mix (pug

mill) carriage of mix material by contractor's own tipper to site of work

including laying, spreading and compacting in sub base, base course

on well prepared under base of compacting as per MOST

specification to achieve the desired density (Mechanically laid).

12 Furnishing and installing of the Geocell for GSB / Subbase including 164255.36 Sq.m. 583.88

fixing and anchoring of cells in the ground, preparation of the ground,

filling of cells with specified materials, seeding, watering and all other

incidentals, including all items necessary to complete the work as per

the specifications, drawings, or as directed by the Engineer. (Size

13 Providing and spraying of Priming Coat using slow setting asphalt 121007.50 Sq.m. 63.53

emulsion (SS-1) on Water Bound macadam / Wet mix macadam at

the rate of 7.50 kg per 10 sqm. complete including cleaning the

surface with all cost of labour & material.

14 Providing and spraying of Tack Coat using rapid setting asphalt 111217.50 Sq.m. 52.72

emulsion (RS-1) on B.T. surface at the rate of 10 kg per 10 sqm.

complete including cleaning the surface with all cost of labour &

15 Providing and laying 50 mm thick Bituminous Macadam B.T. 11603.80 M.T. 3032.22

aggregate as per MORT & H specification and bitumen grade VG-30

for mixing @ 34 Kg./mt. i.e. 3.40% by weight of total mix including

heating and mixing the aggregate & asphalt in continuous drum mix

plant and spreading the same by sensor paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil, kerosene, labour charges

etc. complete using contractor’s own machinery drum mix plant &

paver finisher etc. complete.

16 Recycling pavement by cold milling of existing bituminous layers, 525.00 Cum 6447.84

planning surface to proper slope and camber for making a base for

work the surface after cold milling, reclaiming excavated material to

the extent of 30 percent of the required quantity, hauling and stock

piling the reclaimed material near the central recycling plant after

carrying out necessary checks and evaluation, adding fresh material

including rejuvenators as required, mixing in a hot mix plant,

transporting and laying at site and compacting to the required grade,

level and thickness, all as specified in clause 519. Using by

Bituminous Macadam Grading-I.

17 Providing and laying of coated Glass Fiber Composite Geogrid 44240.00 Sq.m. 228.26

bonded with Non-Woven Geotextile, indigenously manufactured for

pavement reinforcement. Glass Fiber Geogrid having 50 kN/m tensile

strength which conform to the requirements given in Table 4.14 of

IRC:SP:59-2019. The Glass Fiber Composite Geogrid shall be

installed immediately with Nonwoven facing down after uniform tack

coat/emulsion spraying @ above 10 kg/10 sq.m. complete installation

by rolling PTR on the product for maximum saturation, before laying

final minimum 40 mm asphalt overlay. Minimum roll width 2.5 meter /

5 meter or full lane width as approved by Engineer-in-charge only.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

18 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 6888.40 M.T. 3577.52

with B.T. aggregate as per MORTH gradation and asphalt grade VG-

30 for mixing @50.00 Kg. / M.T. i.e. 5.0% by weight of total mix

including heating and mixing the aggregate and asphalt by continuous

of drum mix plant and hot laid process laying with paver finisher and

consolidation with roller as per MORTH specification to achieve desire

density, including cost all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using contractor's

own machineries drum mix plant and paver finisher etc. complete.

19 Providing and laying 25 mm thick mastic asphalt wearing course with 2310.00 Sq.m. 608.02

paving grade bitumen meeting the requirement given in table 500-39,

prepared by using mastic cooker and laid to required level and slope

after cleaning the surface, including providing antiskid surface with

bitumen precoated fine grained hard stone chipping of 13.2 mm

nominal size at the rate of 0.005cum per 10 sqm and at an

approximate spacing of 10 cm center to center in both direction,

pressed into surface when the temperature of surfaces is not less

then 1000c, protruding 1 mm to 4 mm over mastic surface, all

complete as per clause

20 Providing 150 mm thick compacted side shoulder of quarry spall on 4503.00 Cum 470.26

road site including collection of material spreading, rolling of watering

etc. complete as directed.

21 Construction of 150 mm thick compacted Granular Sub Base (Grade- 2448.00 Cum 1663.98

IV, Crushed B.T. material of 26.5 mm to 9.5 mm @ 64%, 9.5 mm to

4.75 mm @ 11%, Below 4.75 mm @ 25%) by providing close graded

material mixing in mechanical mix plant at OMC carriage of material to

work site spreading in uniform layers with mortar grader on prepared

surface and compacting with vibratory power roller to achieve desired

density complete as per Clause 401-Morth.

22 Construction of M-15 Dry Lean Cement Concrete (150mm thick) Sub- 168.00 Cum 2309.87

base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding

mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be less

than 150 kg/cum, optimum moisture content to be determined during

trial length construction, concrete strength not to be less than 10 Mpa

at 7 days, mixed in a batching plant, transported to site, laid with a

Concrete Sensor paver or conventional method, compacting with 8-10

tonnes vibratory roller, finishing and curing etc. complete.

23 Construction of un-reinforced, dowel jointed, plain cement concrete 224.00 Cum 7692.16

pavement (200mm thick) M-40 over a prepared sub base with

approve 53 grade cement @ 450 kg per cum, coarse and fine

aggregate conforming to IS 383, Maximum size of coarse aggregate

not exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a fixed form or slip

form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and

longitudinal joints, joint filler separation membrane, sealant,

debonding strip, dowel bar, tie rod, admixtures, Ultrafine GGBS,

PolyPropylene fiber as approved, curing compound, finishing to lines

and grades as per drawing.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

24 Road Marking with hot thermoplastic paints with reflectorising glass 5010.20 Sq.m. 367.72

beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250 gms per sqm area, thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The white

color marking should provide luminance coefficient on cement road

shall be min 130 mcd/m2/lux and asphalt road shall be min.

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 section-15 of IRC-

25 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised 5739.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body

and reflective panels with micro prismatic 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 D4280

Type H and complying to Specifications of Category A of MORTH

Circular No. RW/NH/33023/10-97-DO III Dt. 11.06.1997. The height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area 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 +/- 2 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.

26 Cautionary Warning Sign :- Providing and fixing sign boards made out 142.00 No. 3906.19

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching, coated

with one coat of epoxy primer and two coats of best quality epoxy

paint reflectorised with Micro Prismatic grade retro reflective sheeting

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

x 3mm; painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

27 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 148.00 No. 3540.12

out of 2mm aluminium 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 reflective sheeting 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

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

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

28 STOP Sign :- Providing and fixing sign boards made out of 2mm 30.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite panel) size

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 reflective sheeting 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

x 3mm, painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 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.

29 Distance Informatory / Destination Sign :- Providing and fixing sign 18.00 No. 18254.19

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite panel) size 180 x 120 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 reflective

sheeting of Type-4 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 best quality epoxy

coatings in black and white bends. The details of symbol for each

board shall be as per the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x 45 x 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

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

30 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 208.00 No. 3711.75

aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x

50 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 reflective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. specifications, 3.3 mtr. long stand post of 75 x 75 x

6mm / 65 NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm; painted with best quality

epoxy coatings in black and white bends. The details symbol or

inscription / numerals for each board shall be 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.

(B) Class-B Type-4 Retro Reflective sheeting

31 Village name Sign :- Providing and fixing sign boards made out of 16.00 No. 6397.43

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

90 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 reflective sheeting 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

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

32 Route Marker sign :- Providing and fixing sign boards made out of 20.00 No. 3842.20

1.5mm aluminium sheet / 3mm ACP (Aluminum composite panel) size

60 x 45 cm rectangular plus 30 x 25cm 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 reflective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6 mtr 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 best quality epoxy coatings

in black and white bends. the details of symbol or inscription /

numerals for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

33 Hazard Marker Sign :- Providing and fixing sign boards made out of 148.00 No. 3518.69

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

90 x 30 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 reflective sheeting of Type-4 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

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

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

34 Tree Guard sign :- Providing & fixing sign board made out of 2mm 1000.00 No. 590.98

aluminium sheet / 3mm ACP (Aluminum composite panel) size 30cms

diameter circle, pretreated with phospheting process and acid etching,

painted with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications. 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

35 Flexible Median Marker : Providing and fixing of Flexible Median 924.00 No. 271.69

Marker that are made of tough, high impact resistant, injection-

molded, thermoplastic body with property of flexibility to provide high

durability. The dimension of Flexible Median Marker should not

exceed 18.4 cm in height (including shank height), 12.5 cm in width,

0.65 cm in thickness and shank depth shall be 3.4 cm The body

structure shall be rounded at all its corners and edges. The plastic

used for molding the Flexible Median Marker should survive impact

load of 5 kg continuously for 750 times at room temperature. The logo

of the manufacturer shall be embossed on either side of the body in

the injection molding process. The Median Marker shall have flame

like shaped body with, fluorescent yellow color retro-reflective

sheeting of size not less than 90 cm square, with fully reflective micro

prismatic cube corners as its retro-reflective elements as per IRC

2012 and ASTM D4956-09 type XI specifications reflectivity values.

The retro-reflective sheeting shall be one or both sides of the Flexible

Median Marker and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting damage, etc. The

Flexible Median Marker shall be fixed by a combination of epoxy

adhesive and grouting as recommended by manufacturer and

Engineer in charge.

36 "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" 5380.00 Rmt. 3861.23

metal beam crash barrier comprising of 3mm thick corrugated sheet

metal beam rail, 85cm above road / ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5mm spaced 2m centre to

centre, 2m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long

complete as per clause 811)

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

37 Providing and fixing Hectometer as per I.R.C. type design including 124.00 No. 356.50

painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10.

38 Providing and fixing ordinary Kilometer stone of approved hard stone 34.00 No. 891.53

as per I.R.C. type design in C.C. 1:4:8 including painting and lettering

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

39 Providing and fixing 5th Kilometer stone of approved hard stone as 8.00 No. 1175.56

per I.R.C. type design in C.C. 1:4:8 including painting and lettering

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

40 Excavation for foundation in sand, gravel, clay soft soils and murrum 683.76 Cum 486.77

etc. including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed. (A) Depth upto 3.0 mt.

and lead upto 100m for 10 Cum.

41 Providing and laying controlled cement concrete M-200 exposed work 159.00 Cum 7990.09

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in (A) BEAMS (iii) Having

cross sectional area more than 0.12Sq.M and upto 0.18 Sq.M

42 Providing I.S.I. mark T.M.T. bar Fe-550D reinforcement for R.C.C. 324000.00 Kg. 94.99

work including bending, binding and placing in position complete upto

floor two level.

43 Providing Rubble pitching of 250 mm. average thickness including 13128.90 Sq.m. 790.33

pointing mortar with C.M. 1:3 (1 cement : 3 sand) etc. complete.

44 Providing and casting in situ ordinary cement concrete M-150 for 2307.66 Cum. 3555.44

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete

45 Supplying and fixing ISI reinforced concrete heavy duty non- pressure 715.00 Rmt. 3261.80

pipes for culverts carrying heavy traffic as per IS 458:1991

specifications including setting the pipes in C.M 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by

vertically vibrated technology of following internal diameter. (v)

46 Numbering the C.D.work with approved paint including all materials 44.00 Each 58.80

for paintings etc. complete.

47 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 130.52 M.T. 73217.53

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawing for the following (A) Piers (B) Abutments (C)

48 Providing and laying weep hole in abutment and returns by using A.C. 2821.00 No. 82.57

pipe of 100 mm. diameter including laying in proper grade and joining

the completed as per detailed specification.

49 Providing Yellow and Black Patta (three coat) including distempeing 1052.26 Sq.m. 87.17

(three coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing the

surface free from mortar dropping and other foreign matter and also

including preparing the surface even and sand papered smooth as per

instruction of Engineer Incharge.

50 Providing and laying rubble for apron (each stone weighting not less 561.00 Cum 1041.05

than 40Kg.) including and packing and filing in the interestices with

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

51 Excavation for foundation upto 1.5m depth including sorting out and 5582.50 Cum 241.79

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (B) Dense or Hard soil.

52 Providing and casting in situ controlled cement concrete M-300 for 3811.50 Cum 4433.60

R.C.C. solid slab including centering, scaffolding, curing and finishing

53 Providing and laying filter media 600 mm thick as directed at the back 2200.00 Sq.m. 1180.34

of abutments and returns and wing walls as per detailed

specifications.

54 Providing & laying 20mm thick premix seal surfacing using specified 556.60 M.T. 3756.88

graded machine crushed aggregates with VG-30 grade bitumen at the

rate of 5.09% i.e. 50.90 Kg/ 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. complete and flushing stone dust @ rate of 0.30 cmt /

55 Men at work (Heavy) sign :- Providing and fixing sign boards made 44.00 No. 9148.16

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 120cm x 90cm 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 reflective sheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long

stand post (2 nos.) 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 best quality epoxy coatings in black and

white bends. The details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x 45 x 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.

56 Diversion Ahead Sign :- Providing and fixing sign boards made out of 44.00 No. 9867.07

2mm aluminium sheet / 4mm ACP (Alluminium composite panel) size

180 x 60cms. rectangle as per the 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 Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest MOST specification; 3.1mtr. long stand post (2-Nos.)

of Iron Angle 50 x 50 x 5mm / 50 NB circular MS pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 5mm;

painted with best quality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60cms. for each leg including excavation, curing etc.

complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer &

a certified copy of 3 years 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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

57 Installation of a steel portable barricade with horizontal rail 300 mm 44.00 No. 3952.13

wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm

angle iron section, 1.5 m in height, horizontal rail painted (2 coats)

with yellow and white stripes, 150 mm in width at an angle of 450, 'A'

frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-

58 Dismentaling the existing structure including removing and stacking 378.00 Cum 886.05

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

Rs. Fourty Six Crore Thirty Three lakhs Thirty Six Thousand Three hundred Eighty Seven and Twenty Two Paisa Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a 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 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 Contractor will have to submit the all mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

6. Credit for 70% materials to be reused and dismantalled materials of amount of Rs. 85,66,850.53 must be

recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Bodeli (R & B) Sub Division, Chhotaudepur (R & B) Division, Chhotaudepur (R & B) Division,

Bodeli Chhotaudepur Chhotaudepur