SJMMSVY

Item No. Qty Item Description Unit Rate Amount

1 0.40 Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal Hecture 28,393.04

of unserviceable materials (C) By mechanical means in area

of light jungle.

2 0.30 Demarkation of road alingment including marking out road

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M. including excavating

trenches ion both sodes of 0.30 m. x 0.30M. including

supplying of labours and all materials for every work etc.

3 Carryout soil investigation work including drilling 150 mm dia

bore holes in all sorts of soil, ordinary rock and hard rock,

upto maximum depth as mentioned, collection undisturbed

samples and conduction standard penetration tests alternate

at an interval of 1.5 to 2.0 m depth, conducting necessary

laboratory tests for all type of classification and

determination of soil parameters if required, including

submission of report in three copies covering investigation

data and recommendation for SBC and the pile capacity -

considering the design criteria, all per specification.

1) The rate is inclusive of submitting soil investigation report

in three sets in hard copy as well soft copies.

2) The rate is inclusive of all materials with contractor's

labour, tolls and plants, machineries, as required.

3) The rate is inclusive of all taxes including services tax. For

up to 40m depth.

Dismentaling the existing structure including removing and

350.00 stacking the dismentalled materials as and where directed - Cum 886.05

RCC work & Rubble Masonary

150.00 (A) RCC Work Cum 389.74

2.00 (B) Rubble/Brick Work/ Pcc work MT 1,955.71

55.00 (C) structural steel Cum 403.75

4 100.00 (D)Dismentaling the rigid / Flexible pavement including

removing and stacking the dismentalled materials as and No. 3,005.00

Providing and installing barricades including supplying,

painting with fluorescents paint / white paint and fixing CGI

sheet 24 SWG of 3.0 mt. height and M.S angle of 40x40x5

5 mm at 2.5 m c/c and dismantling the same after completion -

of the work and allowing for movement of traffic as per

drawing and as per instruction from engineer in charge.

4320.00 Depth upto 3 metre below GL. Cum 486.77

Providing and laying in positions machine mixed Plain

Cement Concrete M15 grade for leveling course below

foundation or below pile cap, at other places as directed by

Engineer-in-charge with graded broken stone aggregate from

6 365.00 mm to 40 mm including tamping, vibrating, leveling and Cum 3615.61

curing complete with all formwork, dewatering wherever

required including all materials, labours, plants, machineries &

tools, all leads and lifts, etc. complete as per specification.

Providing and laying in-situ machine mixed RCC M-35 grade

Controlled Cement Concrete in foundations of piers,

abutments, return wall,box return, pile caps etc.at any depth

7 2125.00 including centering, shuttering, mixing in mechanised batch Cum 5118.66

mix plant, compaction, curing and dewatering if necessary,

excluding reinforcement as per specification and as directed by

Providing & fixing in position (Thermo mechanically treated

bars) TMT Fe500D steel bars of various diameters for all RCC

works in Piles, Piles Caps and foundations as per detailed

design & drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires or tack

8 welding (only for piles) and supporting as required with all -

lifts and leads etc. complete including cost of all labour,

materials, tools, plants, equipments etc. all complete as

directed by Engineer and as per specification.

150.00 Box Culvert (4Nos -3x3x3) MT 73217.53

60.00 Retaining Wall A1/A2 Side MT 73217.53

Providing and laying weep holes in abutments and returns by

9 330.00 using PVC pipe of 110mm including laying in proper grade No. 58.54

and joint in complate as per detailed specification.

Providing and laying filter media 600mm thick directed at the

retaining wall as per detailed specification.

Providing and filling sand behind abutments andbetween

returns in layers as directed

Providing and casting RCC in M-40 controlled concrete Crash

Barriers and Central Verge as per detailed drawings including

necessary scaffolding, centering, formwork, mixing in

machine, transporting, placing, compacting, finishing, curing,

etc. complete including providing and fixing of inserts if any

with all leads and lifts as per drawing & specification and as

directed by Engineer, excluding reinforcement.

Providing and casting insitu controlled cement concrete M-35

13 55.00 in RCC Approach Slab including formwork, curing and Cum 5389.61

finishing complete.

Providing and fixing in position (Thermo mechnically Treated

bars) TMT Fe500 D reinforcing bars of various diameters for

the above all RCC works as per detailed designs and drawings

and schedule including cutting, bending, hooking the bars,

14 10.00 binding with 18 SWG GI wires with cost of all labour, MT 72601.86

materials, tools, plants, equipments, supporting as required

with all lifts and leads etc. all complete as per specification

and as directed by Engineer.

Providing and laying Double Walled corrugated Pipes (DWC)

of Polyethylene (conforming to IS:14930-II) of 250mm O.D.

with fittings and necessary connecting accessories of same

material at required depth for laying cable below footpath slab

etc. complete as per specification and as directed by Engineer.

Providing and fixing 100 mm dia. G.I. Drainage spouts, as per

MOST Drg. No. SD/303 including grating with suitable clean

out fixtures including all leads and lifts etc. complete as per

specification, design & drawings and as directed by Engineer.

Mastic Asphalt (Providing and laying 25 mm thick mastic

asphalt wearing course with paving grade bitumen meeting the

requirements 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

directions, pressed into surface when the temperature of

surfaces not less than 1000C, protruding 1 mm to 4 mm over

mastic surface, all complete as per clause 516.)

Road marking with hot applied with thermoplastic paints with

reflectorising glass beads on bitumen surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms/ sqm area

thickness of 2.5 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.Zebra patta / Bump

patta lane / centre line / Edge line / Cut Patta the white color /

18 40.00 letters and arrows marking should provide liminance coeficent Sqm. 367.72

on cement road shall be min 130 mcd/m^2/ lux and Asphalt

road shall be min 100 mcd/m^2/ 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 retroriflectivity shall be 2 years.

Cat eye/ Road Stud/ RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflecton of the light

entering in the lanes face and shall support a load of

kgs. Tested in accordance to ASTMD4280 TYPE H and

complying to specification of category A of MORTH Circular

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

19 60.00 height/width shall not exceed 20 mm 130mm and 130 mm and No. 375.72

with minimum reflective area of 13 sq.cm on each side and the

slope to the base shall be 35+/-5 degree. The body of the

marker should having single grip of easy and accuratre

placement and applications with epoxy,bituminous adhesive

recommended by manufacturer of the marker. The color of the

marker should be as per IRC 35-2015 as directed by engineer-

Providing and applying anti carbonation, anti fading,mold

resistant, heat insulating, and 100% acrylicbreathable

decorative external waterproof coating ofapproved shade

having Viscosity @ Room Temperatureby Ford cup No. B-4

(dilute 2 parts of product with I partof water) 18 to 30 sec. pH

20 3810.00 of 7.00 to 10.00 and Sp.Gravity @ Room Temperature Sqm. 115.32

1.30+0.1, tested forcarbon dioxide diffusion resistance

properties for coatingmaterials and coating systems for exterior

masonry andconcrete as per DIN EN 1062-6 (2002-2010) by a

NBAGrade "A" accredited institution.

Painting Two Coats on New Concrete Surfaces (Painting two

coats after filling the surface with synthetic enamel paint in all

21 130.00 shades on new plastered concrete surfaces) - For inner face of Sqm. 81.00

Metal Beam Crash Barrier (Providing and erecting a "W"

metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m below ground/road level,

22 110.00 all steel parts and fitments to be galvanised by hot dip process, Rmt 3434.00

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)

Construction of precast RCC railing of M30 Grade, aggregate

size not exceeding 12 mm, true to line and grade, tolurence of

vertical RCC post not to exceed 1 in 500, centre to centre

23 110.00 spacing between vertical post not to exceed 2000 mm, leaving Rmt 2106.00

adequate space between vertical post for expansion, complete

as per approved drawings and technical specifications.

Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60 to 65mm thick with grade of

concrete M400 pnumatic compressed / vibrated mechanically

24 160.00 and as per approved design Confirming to IS 15658 : 2006 Sqm. 562.57

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.

Providing and fixing in position Pre-Moulded Asphalt joint

Filler 20mm size as directed by Engineer.

Providing and laying rubble for appron (each stone weighting

26 530.00 not less than 40Kg.) including and packing and filing in the Cum 1041.05

interestices with quarry-spalls

Providing and laying Pitching on slopes laid over prepared

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications.

By Mix in Place Method (Construction of granular sub-base

by providing close graded material, spreading in uniform

layers with motor grader on prepared surface, mixing by mix

28 1120.00 in place method with rotavator at OMC, and compacting with Cum 839.93

vibratory roller to achieve the desired density, complete as per

clause 401)- for grading- I Material

Curtain wall complete as per drawing and Technical

specification - M20 grade concrete

Providing fusion bonded Epoxy coating not less than

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes

Diversion of water course, providing cofferdam and bund or

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

(B) Diversion by cofferdam/Island (F)

(including returns / wing walls)

Clearing and Grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

1 0.5 300 mm removal of stumps of trees cut earlier and disposal of Hectare 28393.04

unserviceable materials (C) By mechanical means in area of

Demarkation of road alignment including marking out road

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M. including excavating

trenches ion both sodes of 0.30 m. x 0.30M. including

supplying of labours and all materials for every work etc.

Box cutting the road surface to proper slope and camber for

3 4780 making a base for road work including removing the excavated Cum 104.20

stuff and depositing on the road side slope.

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

consolidation of subgrade in layers at O.M.C. to required dry

4 3230 density including filling the depressionwhich occur during the Cum 169.44

process using power roller 8T to 10T.(A)From Borrow area

within lead as instructed by Engineer-In-Charge

Construction of granular sub-base 200 mm thick by providing

close graded Material, mixing in a mechanical mix plant at

OMC, carriage of mixed Material to work site, spreading in

5 730 uniform layers with motor grader on prepared surface and Cum 1008.99

compacting with vibratory power roller to achieve the desired

density, complete as per clause 401 (Grade-I)

Providing and laying Wet Mix Macadam with paver finisher

in specified thickness, each layer not exceeding 250/200 mm

Compacted thickness including premixing in WMM plant

with well graded crushed stone aggregate, with watering and

6 910 spreading by mechanical means to required profile and Cum 1184.73

compacting by vibratory roller of minimum 80-100 kN static

weight to achieve desired density of 98% of MDD including

all material, labour, machinery with all leads and lifts etc.

(A)Supplying & machine crushed stone aggregate chippingetc.

of hard stone 40 mm to 63 mm nominal size free

ofdisintegrated pieces. deleterious and organic matterincluding

filling the boxes with all lead and lift etc.complete on site of

the work forbituminous surfacedressing filling the boxes with

all lead and lift etc.complete on site of the work for bituminous

surfacedressing etc. as per L.R.C. code.

(B) Surface dressing with paving bitumen udsing 15 kg. of

bitumen per 10 sq.m. with 0.15 cu.m. of stone chipping10

mm. nominal size per 10 sq.m. of road surface.

(C)Tackcoat using Bitumen VG 30 (60/70) at the rate of

5.0kg/ 10sqmt on B.T. including heating & transport

(D)Supplying and stacking of Quarry Spauls materials at site

including filling boxes with all lead and lift.

Providing and applying PRIMER COAT with cationic

bitumen VG 40 grade conforming to IS:8887 on prepared

surface of wet mix macadam including clearing of Wet mix

macadam surface with air compressor to remove all loose

material other foreign material. The primer shall be sprayed

uniformly at the rate of 0.70-1.0 kg/sqm.

Supplying and applying VG 40 bitumen confirming to IS

8887, for application of Tack coat before application of

wearing course at the rate of 0.25 kg. per Sq. Meter area.

Providing and laying 80 mm D.B.M. with B.T. Aggregate as

per MORT&H specification with Bitumen VG 40 for tack

coat @ 2.5 Kg./10 smt. With Mechanical Sprayer & Bitumen

VG-40 Grade for mixing @ 45.00 Kg./MT. ie. 4.5 % by total

weight of mix heating and mixing the aggregate & asphalt in

continuous drum mix and transporting to site and spreading

the same by 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 & paver finisher

Providing and laying 40mm thick compacted BITUMINOUS

CONCRETE (BC) using aggregates as per gradation and

percentage of bitumen for mixing shall be as arrived from mix

design, provided in no case bitumen percentage shall be less

than 5.2% for Grade I and 5.4% for Grade II by Wt. of total

mix as binder by drum mix type and laying by paver finisher

11 610 including consolidation by rollers as specified including M.T. 3673.37

providing and operating plant, paver and machinery, cost of

fuel, oil, lubricant and labour charges, tests requied to be

carriedout including cost of aggregate and filler (if found

required as per mix design) etc. complete (including cost of

providing bitumen )

Road marking with hot applied with thermoplastic paints with

reflectorising glass beads on bitumen surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250 gms/ sqm area

thickness of 2.5 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.Zebra patta / Bump

patta lane / centre line / Edge line / Cut Patta the white color /

12 410 letters and arrows marking should provide liminance coeficent Sqm 367.72

on cement road shall be min 130 mcd/m^2/ lux and Asphalt

road shall be min 100 mcd/m^2/ 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 retroriflectivity shall be 2 years.

Cat eye/ Road Stud/ RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal reflecton of the light

entering in the lanes face and shall support a load of

kgs. Tested in accordance to ASTMD4280 TYPE H and

complying to specification of category A of MORTH Circular

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

13 540 height/width shall not exceed 20 mm 130mm and 130 mm and Nos 375.72

with minimum reflective area of 13 sq.cm on each side and the

slope to the base shall be 35+/-5 degree. The body of the

marker should having single grip of easy and accuratre

placement and applications with epoxy,bituminous adhesive

recommended by manufacturer of the marker. The color of the

marker should be as per IRC 35-2015 as directed by engineer-

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,85cm height and

20cm thick of M250 grade concret as per approved design and

including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Cautionary Warning Sign :-Providing and fixing singboards

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC- 67-1977. 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

75 x 6mm as required; painted with bestquality epoxy coatings

in black andwhite 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.(B) High Intensity

Informatory Signs :-Providing and fixing sign boards made out

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process

& acid teching; coated with one coat of epoxyprimer and two

coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details

of symbol for eachboard shall details of symbol for eachboard

shall be as per the instruction ofengineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(B) High Intensity

Regulatory/Mandatory signs :Providing and fixing sing boards

made out of 2mm aluminium sheet; size 60cms. diameter

circle as per the design of IRC-67- 1977 pre treated with

phospheting process & acid eteching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm

75x75x6mm as required; 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.(B)High Intensity

Direction sign (Junction board):-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 244 x 122cms.

rectangle as as per the design of IRC-67- 1977 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 refiective sheeting as per latest

M.O.S.T. Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm

75x75x6mm as required; 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 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(B)High Intensity Grade

Place Identification Sign :-Providing and fixing sign boards

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

composite Panel); size 150x90 cms. rectangular as per design

of IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr

(2Nos.) 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

19 5 bestquality epoxy coatings in black and white bends. The Nos 12341.52

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

Village name/ Bump Ahed sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet; size 90 x 60cms.

rectangle as as per the design of IRC-67-1977 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

M.O.S.T. Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and frame

20 4 fabricated from suitable size iron angle of 50 x 50 x 5mm Nos 5045.36

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

60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer

Diversion sign board :-Providing & Fixing sign boards made

out of 2mm aluminium sheet, size 180 x 60 cms. 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 M.O.S.T. Specifications;

Letters and numerals should be as per IRC-30-1968,3.1m long

21 4 (2nos) stand post and frame fabricated from iron angle of Nos 6798.92

35x35x3mm, 50x50x5mm 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 45x 60cms for each leg, including

excavation curing etc. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

Chevron sign :-Providing and fixing sign boards made out of

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

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

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr

long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size

iron angle of35x35x3mm; painted with best quality epoxy

22 30 coatings in black and white bends. the details of symbol or Nos 3711.75

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective sheeting

Renovation of manhole by increasing the height at top

including cost of excavation, refitting of C. L. manhole frame

and cover curing etc. complete incl. all carting and providing

of materials which is required for the purpose (except manhole

frame and cover)

For all type manhole by providing RCC 1:2:4 Partition walls

reinforcement 25 cm thick and circular opening with 500mm

clear die and 0.40 mt. av.

Restoration of Infrastructures Like Kharkuwa, Electrical line,

Electrical line, Water Supply Line, Telephone cables all type,

24 Gas Line, Septic Tank etc Existiong domastic connection Nos

sewer pipe etc.as directed by EIC and approved drawing

25 0 m to 1.5m depth Nos 1847.29

25 1.5m to 3.0m depth Nos 1950.31

Supplying and fixing reinforced concrete heavy dutynon-

pressure pipes with collars for culverts includingsetting and

25 160 joining the pipes in C.M. 1:2 watering andlaying (To level of Rmt 2681.24

slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (iii) 600 mm dia.

Constructing brick masonry chamber for undergroundC.I.

Inspection chamber and bends with bricks havingcrushing

strength not less than 35Kg/Cm2 in C.M. 1:5C.I. cover with

frame (Light duty) 455mm x 610mmintenal dimensions total

weight of cover with frame to benot less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. offrame 15Kg. ) (R.C.C. top slabe with

26 1:2:4 mix (1-cement:2- coarse sand :4-graded stone aggregate

20mm size)foundation concrete 1:5:10 inside plaster 15mm

thickwith cement mortar 1:3 finished smooth with a

floatingcoat of neat cement on walls and bed concrete

etc.complete.(ii) Inside dimensions 500mm x 700 mm

and450mm deep for pipe line with one or two inlets.

Extra over items 24.44 for every additional depth of

0.1M. of part thereof beyond 450mm depth for Brick

masonry chamber.(i) for 455mm x 610mm size. (extra 300mm

Clearing and Grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

1 0.75 girth up to 300 mm removal of stumps of trees cut Hectare 28111.92

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

Demarkation of road alignment including marking out

road line by providing and fixing wooden pegs or steel

2 2 rod of required size at every 25 M to 50 M. including Km 2679.7

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for

every work etc. complete.

Excavation for foundation in sand, gravel, clay soft soils

and murrum etc. including shoring, strutting

dewateringas necessary and disposing of the excavated

stuff as directed.

Providing and filling in foundation with ordinary cement

concrete M15 mix and providing necessary vertical pin Cum

headers including formwork,vibrating, ramming and

curing complete for retaining wall

Providing and casting in situ controlled cement concrete

M35 for R.C.C. work in Retaining wall as per drawing Cum

including centering, shuttering ,scaffolding where

necessary laying vibrating curing and finishing

Providing and laying in position FE 500D TMT bar

reinforcement including cutting,bending,hooking and MT

tying complete as per detailed drawings for the

following. ( A ) Retaining Wall

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the Cum

excavated stuff and depositing on the road side slope.

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at O.M.C.

8 1220 to required dry density including filling the Cum 167.76

depressionwhich occur during the process using power

roller 8T to 10T.(A)From Borrow area within lead as

instructed by Engineer-In-Charge

Construction of granular sub-base 200 mm thick by

providing close graded Material, mixing in a mechanical

mix plant at OMC, carriage of mixed Material to work

9 610 site, spreading in uniform layers with motor grader on Cum 999

prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per

clause 401 (Grade-I)

Dry Lean Cement Concrete Sub- base (Construction of

dry lean cement concrete Sub- base over a prepared sub-

grade with coarseand fine aggregate conforming to IS:

383, the size of coarseaggregate not exceeding 25mm,

aggregate cement ratio not toexceed 15:1, aggregate

gradation after blending to be as per table600-1, cement

10 610 content not to be less than 150 kg/ cum, Cum 2,157.46

optimummoisture content to be determined during trial

length construction, concrete strength not to be less than

10 Mpa at 7days, mixed in a batching plant, transported

to site, laid with apaver with electronic sensor,

compacting with 8-10 tonnesvibratory roller, finishing

Providing and casting in situ controlled cement

concreteM-200 for average 75 mm thick wearing coat Cum

laid asdirected dincluding tamping, vibrating, finishing,

curingand fillingin joints with bitumen complete

Providing and fixing in position FE 500D TMT

barreinforement including cutting, bending and

12 30 tyingcomplete as per detailed drawings. (A) R.C.C. MT 71,883.03

Kerb. (B)R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

Separation Membrane of impermeable plastic sheeting

125 micron thick

Road marking with hot applied with thermoplastic paints

with reflectorising glass beads on bitumen surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250 gms/ sqm area thickness of 2.5 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.Zebra patta / Bump patta lane /

14 290 centre line / Edge line / Cut Patta the white color / letters Sqm 364.08

and arrows marking should provide liminance coeficent

on cement road shall be min 130 mcd/m^2/ lux and

Asphalt road shall be min 100 mcd/m^2/ 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 retroriflectivity

shall be 2 years.

Cat eye/ Road Stud/ RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No

Glass bead lens) capable of providing total internal

reflecton of the light entering in the lanes face and shall

support a load of 13635 kgs. Tested in accordance to

ASTMD4280 TYPE H and complying to specification

of category A of MORTH Circular No.

height/width shall not exceed 20 mm 130mm and

mm and with minimum reflective area of 13 sq.cm on

each side and the slope to the base shall be 35+/-5

degree. The body of the marker should having single

grip of easy and accuratre placement and applications

with epoxy,bituminous adhesive recommended by

manufacturer of the marker. The color of the marker

should be as per IRC 35-2015 as directed by engineer-in-

Carting of excavated material such as murrum, earth,

kapachi, gravel, brickbats, kankar, debris, sand,

16 dismantled material, including loading, unloading,

stacking etc. complete shifting at non objectional place

as directed by engineer in charge.

3240 Lead (up to 10 Km) Cum 111.88

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,85cm height

17 2670 and 20cm thick of M250 grade concret as per approved Nos 601

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Providing and filling in foundation with ordinary

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming andcuring complete.

Providing and fixing pre-cast Rubber Dye / steel

Dyeinter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

19 600 mechanically and as per approved design Confirming Sqm 680.1

toIS 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.

Painting Two Coats on New Concrete Surfaces (Painting

two coats after filling the surface with synthetic enamel Sqm

paint in all shades on new plastered concrete surfaces)

Cautionary Warning Sign :-Providing and fixing

singboards made out of 2mm aluminium sheet; size 90 x

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

67-1977. 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

refiectivesheeting as per latest M.O.S.T.Specifications;

3.1m long stand postand frame fabricated from suitable

21 2 sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as Nos 3867.51

required; painted with bestquality epoxy coatings in

black andwhite 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.(B) High Intensity Grade..................

Informatory Signs :-Providing and fixing sign boards

made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable sizeiron

22 2 angle of 35 x 35 x 3mm75x75x6mm as required; painted Nos 3818.71

with best qualityepoxy coatings in black and whitebends.

the details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of

engineer in charge.(B) High Intensity Grade..................

Regulatory/Mandatory signs :Providing and fixing sing

boards made out of 2mm aluminium sheet; size 60cms.

diameter circle as per the design of IRC-67- 1977 pre

treated with phospheting process & acid eteching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

23 2 size iron angle of 35 x 35 x 3mm 75x75x6mm as Nos 3505.07

required; 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.(B)High Intensity Grade .....................

Direction sign (Junction board):-Providing and fixing

sing boards made out of 2mm aluminium sheet; size

x 122cms. rectangle as as per the design of IRC-67-

1977 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

refiective sheeting as per latest M.O.S.T. Specifications;

Letters and numerals should be as per IRC-30-1968,

24 2 3.1m long (2 nos) stand post and frame fabricated from Nos 21076.74

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm

as required; 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 60cms. for each

leg. including excavation curing etc. complete under the

supervision of engineer in charge.(B)High Intensity

Grade ..................... Sign :-Providing and fixing sign

Place Identification

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

(Aluminum composite Panel); size 150x90 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 4.0mtr (2Nos.)

long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from

25 2 suitable size iron angle of 35 x 35 x 3mm; painted with Nos 12219.33

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

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

Village name/ Bump Ahed sign :-Providing and fixing

sign boards made out of 2mm aluminium sheet; size 90 x

60cms. rectangle as as per the design of IRC-67-1977

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 M.O.S.T. Specifications;

Letters and numerals should be as per IRC-30-1968,

26 2 3.1m long (2 nos) stand post and frame fabricated from Nos 4995.41

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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Diversion sign board :-Providing & Fixing sign boards

made out of 2mm aluminium sheet, size 180 x 60 cms.

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 M.O.S.T. Specifications; Letters and numerals

27 2 should be as per IRC-30-1968,3.1m long (2nos) stand Nos 6731.6

post and frame fabricated from iron angle of

35x35x3mm, 50x50x5mm 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 45x 60cms

for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

Chevron sign :-Providing and fixing sign boards made

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50cm rectangular as per

design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

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

latest M.O.S.T.Specifications; 3.3 mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

28 10 angle of35x35x3mm; painted with best quality epoxy Nos 3675

coatings in black and white bends. the details of symbol

or inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A)

Class-B Type-4 Retro Reflective sheeting

Spreading of Sludge Farm Yard Manure or/and good

Earth (Spreading of sludge farm yard manure or/ and

29 20 good earth in required thickness (cost of sludge, farm- Cum 33.15

yard manure or/and good earth to be paid for

Grassing with ' Doobs' Grass (Grassing with 'Doobs'

grass including watering and maintenance of the lawn

30 40 for 30 days or more till the grass forms a thick lawn Sqm 34

freefrom weeds and fit for moving including supplying

good earth if needed)

Total (Bridge + Road + Junction)

(A) Total(Should beAmount

Tendered written in figures and words) of the estimated rate mentioned above. Amount of my / our tender works

(B) Rebate on above tendered amount (if any) ....................% (in figure) Rs......................

(C) Net tendered amount (A - B) Words)

(* Please strike out whichever is not applicable)

1 All work shall be carried out as per public works Department Handbook and other

2 All the columns ofis Division

Schedule or should

as directed.be filled in ink and the total of the entries in the

3 Rates quotedshouldinclude beclearance

struck byof the contractor

site under his signature.

(Prior commencement of work and as its close)

in all respects and hold good for work under all conditions, site, moisture, weather etc.

4 To be Continued on additional sheets, if found necessary.

5 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6 For abnormal high or law rates payment of such items shall be regulated as per Govt.

circular No. PARACH / 102008 / 61 / S, Dt. 27/11/2008 attached with tender papers.

Signature of Contractor