Resurfacing of Limdiya-Khanpur-Munpur-Limpur Road from Ch. 0/00 to 25/300 (S.H.) Dist. Mahisagar (CRIF-2025-26)

Name of Work :- Resurfacing of Limdiya-Khanpur-Munpur-Limpur Road from Ch.

0/00 to 25/300 (S.H.) Dist. Mahisagar (CRIF-2025-26)

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass 10.00 Hect. 28455.09

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (B) By mechanical

means in area of light jungle.

2 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 24500.00 Sq.m. 41.60

cm.depth including stacking useful materials on road side and disposing off

remaining stuff.

3 Box cutting the road surface to proper slope and camber for making a base 1590.00 Cum 109.41

for road work including removing the excavated stuff and depositing on the

road side as directed within all lead and lift.

4 Earthwork for embankment including breaking clods, dressing with all lead 10036.61 Cum 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 depression which occur

during the process using power roller 8T to 10T. (E) From Borrow area within

all lead and lift. (Minimum CBR 10%)

5 Providing, laying, spreading and compacting stone aggregates of specific 1965.00 Cum 1392.00

sizes to water bound macadam (Grade-I) (B.T. metal of size 45 mm to

mm) specification including spreading in uniform thickness, hand packing,

rolling with vibratory roller 80-100 kN static weight to proper grade and

camber, applying and brooming, stone screening / binding materials to fill-up

the interstices of coarse aggregate, watering and compacting etc. complete

as per specification.

6 Providing and laying compacted 100 mm thick of specified quarry spall in 5000.00 Cum 858.50

side shoulder including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

7 Providing and laying bituminous prime coat SS1 emulsion @ 7.50 kg / 10 6800.00 Sq.m. 63.63

sqm. of slow curing emulsion as per MOST specifications including cost of

materials, labours, labour equipment etc. complete.

8 Providing and laying 60 mm thick Dense Bituminous Macadam (D.B.M.) with 38709.00 M.T. 3506.72

B.T. aggregate as per M.O.R.T.&H. specification and using bitumen VG-40

grade and for tack coat emulsion RS-1 as per IS 8887 @ 2.50 Kg. / 10 Sq.m.

and for mixing VG-40 @ 45.00 Kg. / M.T. i.e. 4.50% by total weight of mix

including heating and mixing the aggregate and asphalt in continuous of

batch mix plant and transporting to site and spreading the same by sensor

paver finisher and consolidation with vibratory roller as per M.O.R.T.&H

specification including providing all materials equipments, tools and plants,

fire wood, oil, kerosene, labour charges etc. complete using contractor's own

machinery, batch mix plant and sensor paver finisher etc. complete.

9 Providing and laying 40mm thick bituminous concrete on existing bituminous 24096.60 M.T. 3861.23

surface and using specification graded machine crushed with 5.40% bitumen

VG-40 grade by weight of total mix as per specification MORTH including

mixing of asphalt with B.T. chips in continous batch mix plant transporting

same as by paver finisher and consolidation the same with pair of 8 tonnes to

10 tonnes vibratory roller to achieve desired density and including VG-40

grade bitumen, cost of emulsion, cost of reqiuired tools, plants, all

machineries, equipment, fire wood, oil, kerosene, labour charges etc.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

10 Cautionary Warning Sign :- Providing and fixing sign boards made out of 142.00 No. 5077.27

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x

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-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 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

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

11 Facility Informatory Sign :- Providing and fixing sign boards made out of 2mm 10.00 No. 5906.48

aluminium sheet / 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

reflective sheeting 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

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 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

12 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out of 20.00 No. 4618.73

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-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

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 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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

13 STOP Sign :- Providing and fixing sign boards made out of 2mm aluminium 20.00 No. 7213.42

sheet / 4mm ACP (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 reflective

sheeting of Type-11 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 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 10 years for the retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure test

third party test lab for the product offered shall be submitted

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

14 Providing and fixing precast C.C. M-150 Indicator stone with necessary 1000.00 No. 343.27

reinforcement as per I.R.C. type design including painting and lettering etc.

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

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 50.00 No. 1293.39

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

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

16 Chevron Sign :- Providing and fixing sign boards made out of 1.5mm 204.00 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-11 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

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.

17 Hazard Marker Sign :- Providing and fixing sign boards made out of 2mm 102.00 No. 3666.30

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-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

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 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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

18 Tree Guard sign :- Providing & fixing sign board made out of 2mm aluminium 200.00 No. 531.26

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

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.

19 Providing and fixing precast C.C. M-150 Hectometer stone with necessary 200.00 No. 356.50

reinforcement as per I.R.C. type design including painting and lettering etc.

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

20 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including 8.00 No. 1935.15

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

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

21 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a 1545.00 Rmt. 3861.23

"Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet

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

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

22 Route Marker sign :- Providing and fixing sign boards made out of 1.5mm 4.00 No. 5108.58

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-11 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 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 Village Name Sign :- Providing and fixing sign boards made out of 2mm 10.00 No. 6313.51

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 Micro Prismatic Grade retro

reflective sheeting 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 35 x

x 3mm; painted with best quality 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

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

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

24 Supplying and applying rumble strip road marking with hot applied 549.00 Sq.m. 1102.92

thermoplastic paints with reflectorising glass beads on bitumen surface

providing and laying a hot applied thermoplastic compound 8mm thick

including reflectorising glass beads @ 250 gms per sqm area thickness of

mm is excluding of surface applied glass beads as per IRC 35: 2015. The

finished surface to be level, uniform and free from streaks and holes.

25 Road marking with hot applied thermoplastic paints with reflectorising glass 8178.60 Sq.m. 367.72

beads on bitumen 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 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 the section-15 of IRC 35-2015.

26 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 7613.00 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

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 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 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

+/- 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 manufacturers recommendation and the color of the marker should be as

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

27 Standard Delineator : Providing and fixing of Standard Metal Delineator 134.00 No. 1027.17

consisting of minimum retro reflective unit exposed area of 330 cm2 white

color, full cube corner micro prismatic non-metallic retro reflective sheeting on

each side conforming with IRC 67 2012 and meeting the coefficient of retro

reflection values as per ASTM D 4956 Type XI table specification. The

delineator shall be painted with powder coat of minimum 40 microns

thickness, on top of which retro reflective sheeting shall be pasted on both

sides. The structure shall be manufactured in roll forming process and shall

have height not less than 800 mm above the ground, width not less than

mm and shall extend not more than 300mm below the ground while being

installed. height of sheeting should be minimum 150mm whereas width of

sheeting should not be less than 75mm (should be placed every alternative

The front and back faces of the delineator should be curved with a radius of

not more than 200 mm and with delta angle (or central angle of curve) lying

between 20o and 30o, to increase the visibility of the delineator for vehicles

moving in continuous curves. The delineator shall have grooves across the

length to make the reflective sheets vandal-proof. The delineator is meant for

application on gaps in median, traffic islands, dangerous bends, roundabouts,

narrow bridges etc. or as desired by site engineer

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

28 Direction (Junction) Sign :- Providing and fixing sign boards made out of 2mm 10.00 No. 26572.09

aluminium sheet / 4mm ACP (Aluminum composite panel) size 244 x

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-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 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

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

29 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 150.00 Cum 511.11

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed. (A) Depth upto 3.0 M. and lead upto 100m for

30 Providing and casting in situ ordinary cement concrete M-150 for R.C.C. Raft 19.00 Cum 3793.64

and cut-off walls including necessary shuttering, laying, vibrating, ramming

and curing complete.

31 Providing and casting in situ controlled cement concrete M-200 for R.C.C. 120.00 Cum 4163.68

return as per drawing including centering, shuttering, scaffolding where

necessary laying, vibrating, curing and finishing complete (A) Height from

0.00 to 5.0 Mt (1) Piers (2) Abutments (3) R.C.C. return.

32 Supplying and fixing ISI reinforced concrete heavy duty non- pressure pipes 20.00 Rmt. 6621.26

with collars for culverts including setting and joining the pipes in C.M 1:2

watering and laying (to level or slopes) of IS 458/1971 Class NP4 casted by

vertically vibrated technology of following internal diameter. (V) 1200 mm dia.

33 Supplying and fixing ISI reinforced concrete heavy duty non- pressure pipes 13.00 Rmt. 3904.48

with collars for culverts including setting and joining the pipes in C.M 1:2

watering and laying (to level or slopes) of IS 458/1971 Class NP4 casted by

vertically vibrated technology of following internal diameter. (iv) 900 mm dia.

34 Providing and laying in position I.S.I. Fe-500D T.M.T. bar reinforcement 0.80 M.T. 73858.69

including cutting, bending, hooking and tying complete as per detailed

drawings for the following (A) Piers (B) Abutments (C) R.C.C. Returns.

35 Providing and laying weep hole in abutment and returning by using A.C. pipe 62.00 No. 86.73

/ P.V.C. pipes of 100 mm dia. including laying in proper grade and joining etc.

complete as per detailed specification.

36 Dismentaling the existing structure including removing and stacking the 114.00 Cum 930.35

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

37 Providing and laying rubble for apron (each stone weighting not less than 25.00 Cum 1066.42

40Kg.) including and packing and filing in the interstices with quarry spalls.

38 Providing rubble pitching of 300 mm average thickness including pointing 36.00 Sq.m. 1024.14

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

39 Numbering the C.D. work with approved paint including all materials for 6.00 No. 58.80

painting etc. complete.

40 Providing Yellow and Black Patta (three coat) including distempering (three 67.00 Sq.m. 91.54

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 in charge.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

41 Excavation for foundation upto 1.5 M depth including sorting out and stacking 225.00 Cum 253.88

of useful materials and disposing of the excavated stuff as directed. (B)

Dense or hard soil.

42 Providing and filling in foundation with ordinary cement concrete M-100 mix 18.00 Cum 3341.15

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

43 Manufacture supply and delivery of chemical fabricated R.C.C. precast 5.00 No. 12750.05

chamber with top cover as per specification and drawing attached with tender

for size as mention herewith. Delivery includes chamber with clamps, nuts,

bolts and locking arrangement is to be made on site the rates, loading,

carting, unloading, stacking size 120 x 120 x 145 deep with foot rest and

x 120 size chamber cover.

44 Supplying and fixing ISI reinforced concrete heavy duty non- pressure pipes 100.00 Rmt. 4710.56

with collars for culverts including setting and joining the pipes in C.M 1:2

watering and laying (to level or slopes) of IS 458/1971 Class NP4 of following

internal diameter. (iv) 900 mm dia.

45 Supplying RCC collars for R.C.C. pipes including all taxes, carting, loading, 40.00 No. 644.00

unloading etc. complete.

46 Refilling the pipeline trenches including ramming, watering, consolidating 156.42 Cum 22.00

disposal of surplus stuff as directed by Engineer in charge.

47 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1 1/2 of following 100.00 Rmt. 340.00

diameters in proper position, grade and alignment at all level as directed by

Engineer in charge including conveyance from stores to site of work, labour

giving hydraulic testing as per ISI code.

48 Excavation for pipe in gauge portion including sorting out and stacking of 60.00 Cum 511.11

useful materials and disposing of the excavated stuff upto all lead (A) Loose

49 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 20.00 Rmt. 3469.26

collars 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 Class NP3 of following internal diameter. (v) 900mm dia.

50 Diversion Sign board :- Providing and fixing sign boards made out of 2mm 8.00 No. 6798.92

aluminium sheet size 180 x 60cms. rectangle as per the attached drawing pre

treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint; reflectorised with

retro reflective sheeting as per latest MOST specification; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos.) stand post and

frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm painted

with best quality epoxy coatings in black and white bends. 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) Engineer grade (VR)

51 Construction of 200 mm thick compacted granular sub base (Grade-I, 360.00 Cum 1574.11

Crushed B.T. materials of 53mm to 9.5 mm @ 50%, 9.5 mm to 2.36 mm @

20%, Below 2.36 mm @ 30%) by providing close graded material, mixing in a

mechanical mix plant at OMC, carriage of a mix material to work site,

spreading uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire density , complete

52 Clearing and grubbing road land including uprooting rank vegetation grass 0.20 Hect. 112341.88

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (B) By manual in

area of thorny jungle.

Rs. Twenty Five Crore Seventy Three lakhs Thirty Six Thousand Seven Hundred Seventy Two and Eighty One 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.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

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 required 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. 13,53,676.59 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

Lunawada (R & B) Sub Division, Mahisagar (R & B) Division, Mahisagar (R & B) Division,

Lunawada Lunawada Lunawada