Construction of New Major River Bridge on Halvad - Sara Road Near Digadiya Village at Ch 17+700 to 18+000, Dist. Morbi

Name of Work : Construction of New Major River Bridge on Halvad - Sara Road Near Digadiya Village

at Ch 17+700 to 18+000, Dist. Morbi

BILL OF QUANTITIES

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[1] 2897.00 Dismantling the existing structure including removing and 930.35 Rupees Nine Cum

stacking with All lead & Lifted dismantled materials as and Hundred Thirty and

where directed. (A) R.C.C. Work Paise Thirty Five

[2] 1.00 Carry out alignment survey Work by total station including 116150.00 Rupees One Lakh No

marking of center line of the bridge and approach road and Sixteen Thousand

various other componnent structures, taking ground levels and One Hundred Fifty

detailes of exsiting structures within 40m from centerline, Only

providing and fixing necessary referance pillars, establishing

bench marks, establishing foundation layout on ground,

Including submission longitudinal section, cross section and

report of survey work in three copies with soft copy in CD to

enginner in charge as directed.

[3] 1590.00 Empty boring through all sorts of starta for providing 1.2 Mt 5557.05 Rupees Five Rmt

diameter R.C.C. Bored piles to requried depth including Thousand Five

necessary casing pipe with all plants and equipment as Hundred Fifty Seven

requried complete. and Paise Five Only

[4] 72.00 Providing and installing 6 mm MS liner for bored-cat-in-situ 47323.73 Rupees Forty Seven MT

concrete piles including applying protective coating as per Thousand Three

drwaing and specification and as directed by engineer. Hundred Twenty

Three and Paise

Seventy Three Only

[5] 1799.00 Providing and laying controlled cement concrete M-350 for 4996.10 Rupees Four Cum

R.C.C. bored piles of 1.2 Mt diameter including ramming, Thousand Nine

vibrating and finishing complete. Hundred Ninety Six

and Paise Ten Only

[6] 875.00 Load testing of foundation piles including loading with 187.38 Rupees One Hundred MT

necessary or any other suitable method as directed. Eighty Seven and

Paise Thirty Eight

[7] 72.00 Conducting low strain pile integrity testing on RC bored 667.86 Rupees Six Hundred Nos

foundation Piles using pile integrity tester equipment by pile Sixty Seven and Paise

dynamics inc. of USA of TNO of Netherland or equivalent that Eighty Six Only

conforms to ASTM D

[8] 10409.00 Excavation for foundation in sand, gravel, clay soft soils and 511.11 Rupees Five Cum

murrum etc. including shoring, strutting dewatering as Hundred Eleven and

necessary and disposing of the excavated stuff as directed.(A) Paise Eleven Only

Depth upto 3.0 M. and upto all lead lift

[9] 1275.00 Excavation for foundation in hard murrum and boulders and 611.32 Rupees Six Hundred Cum

very stiff or sticky, clays and other similar strata including Eleven and Paise

shoring and strutting and dewatering as necessary and Thirty Two Only

disposing of the excavated stuff as directed .

[10] 900.00 providing and casting in situ ordinary cement concrete M-150 3772.18 Rupees Three Cum

for Rcc raft and cut off walls including necessary shuttering Thousand Seven

laying, vibrating, ramming and curing complete. Hundred Seventy

[11] 1062.00 Providing and casting in-situ controlled cement concrete of 5194.98 Rupees Five Cum

M35 grade for RCC work for Pile cap etc with 20mm down Thousand One

coarse aggregate of the required size for any depth including Hundred Ninety Four

dewatering, scaffolding / centring, shuttering, mixing placing in and Paise Ninety

position, consolidating with mechanical vibrators, curing, Eight Only

deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as per

specification and drawing.

[12] 170.00 Providing and Casting in situ controlled Cement Concrete M- 4591.53 Rupees Four Cum

200 for R.C.C. Raft and cutt-off walls including necessary Thousand Five

shuttering laying, vibrating, ramming and curing complete. Hundred Ninety One

and Paise Fifty Three

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[13] 1181.60 providing and fixing in postion TMT Fe 550 D Steel bars of 78655.87 Rupees Seventy MT

various diameter for all RCC works in piles, pile caps and Eight Thousand Six

foundation as per detailed design & drawing and schedule Hundred Fifty Five

including cutting, bending, hooking the bars, binding with 18 and Paise Eighty

SWG GI wires or tack welding and supporting as requried with Seven Only

all lifts etc. complete including cost of all labour, materials,

tools, plants, equipment etc. all complete as directed by

engineer and as per specification.& (A) Piers (B) Abutments (C)

R.C.C. Returns (Reinforcement for architecture pylons at end of

[14] 336.00 Providing and casting in situ controlled cement concrete M-35 5542.19 Rupees Five Cum

for R.C.C return as per drawings including centering shuttering, Thousand Five

scaffolding where necessary, laying vibrating, curing and Hundred Forty Two

finishing complete. (1) piers (2)Abutment (3)Rcc return (more and Paise Nineteen

than 10 ton) 0.00 mt to 5.00 mt Only

[15] 18.00 Providing and casting in situ controlled cement concrete M-35 5947.34 Rupees Five Cum

for R.C.C return as per drawings including centering shuttering, Thousand Nine

scaffolding where necessary, laying vibrating, curing and Hundred Forty Seven

finishing complete. (1) piers (2)Abutment (3)Rcc return (more and Paise Thirty

than 10 ton) 5.00 to 10.00 mt Four Only

[16] 540.00 Providing and casting in situ controlled cement concrete M-35 5595.72 Rupees Five Cum

for R.C.C work in pier cap, abutment cap and dirt wall including Thousand Five

cotrolled cement concrete M-400 bed blocks or pedestals of Hundred Ninety Five

requried size below bearings as per detailed drawings, and Paise Seventy

centeriang, shuttering, scaffolding, wherever necessary, laying Two Only

vibrating, curing and finishing complete.

[17] 84.00 Providing and casting in situ controlled cement concrete M-35 5622.15 Rupees Five Cum

for R.C.C work in pier cap, abutment cap and dirt wall including Thousand Six

cotrolled cement concrete M-400 bed blocks or pedestals of Hundred Twenty

requried size below bearings as per detailed drawings, Two and Paise

centeriang, shuttering, scaffolding, wherever necessary, laying Fifteen Only

vibrating, curing and finishing complete.

[18] 737280.00 Providing and fixing in position fully moulded restrained 0.90 Rupees NIL and Cm.Cu

elastometric Bearings as per detailed drawings. Paise Ninety Only m

[19] 1717.00 Providing and casting in situ or precast controlled Cement 8786.14 Rupees Eight Cum

Concrete M-500 for prestressed concrete work in Super Thousand Seven

structure including centering, shuttering, curing, scaffolding, Hundred Eighty Six

ramming, vibrating, finishing, lauching or shifting complete. (I) and Paise Fourteen

Solid Slab (II) Deck Slab (III) Main Girders (IV) Diaphragm or Only

[20] 375.00 Providing and casting in situ controlled cement concrete M-40 5265.78 Rupees Five Cum

for crash barriwe/kerb/kerb block blocks including formwork Thousand Two

curing and finishng, complete. Hundred Sixty Five

and Paise Seventy

[21] 2700.00 Mastic Asphalt (Providing and laying 50 mm thick mastic 5694.69 Rupees Five Sqm

asphalt wearing course with paving grade bitumen meeting the Thousand Six

requirements given in table 500-39, prepared by using mastic Hundred Ninety Four

cooker and laid to required level and slope after cleaning the and Paise Sixty Nine

surface, including providing antiskid surface with bitumen Only

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.)

[22] 81.00 Strip Seal Expansion Joint (Providing and laying of a strip seal 1733.16 Rupees One Rmt

expansion joint catering to maximum horizontal movement Thousand Seven

upto 70 mm, complete as per approved drawings and standard Hundred Thirty

specifications to be installed by the manufacturer/supplier or Three and Paise

their authorised representative ensuring compliance to the Sixteen Only

manufacturer's instructions for installation.)

[23] 1483.00 Finishing wall with water proofing cement paint of on wall 60.80 Rupees Sixty and Sqm

surfaces (Two coats) to give an approved brand and Paise Eighty Only

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and remains

of loose powered materials.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[24] 61.00 Providing and fixing in position to exact profile high tensile 72402.66 Rupees Seventy Two MT

steel wires of required ultimate strength including bending, Thousand Four

cutting, tying providing necessary standard and anchorages, Hundred Two and

sheathing, stressing, grouting, ducts as per detailed drawing Paise Sixty Six Only

including necessary plant and machinery complete.

[25] 61.00 Providing and casting in situ controlled cement concrete M-30 5394.27 Rupees Five cum

for approach slab including formwork curing and finishing Thousand Three

complete. Hundred Ninety Four

and Paise Twenty

[26] 3.00 Providing and Fixing RCC M35 architecture pylons at end of 6110.42 Rupees Six Thousand Cum

Approach structures including all materials One Hundred Ten

,labour,reinfocement laying ,ramming,curing etc. Complete as and Paise Forty Two

per detailed working drawing M 25 - for architecture pylons at Only

end of Approach

[27] 131.00 Providing P.V.C. 100 mm diameter water spouts including 159.37 Rupees One Hundred No

necessary iron gratings as per drawings Fifty Nine and Paise

Thirty Seven Only

[28] 675.00 Providing and laying Double walled corrugated pipes (DWC) of 215.13 Rupees Two Rmt

Polyethylene (Conforming to IS: 14930-II) of 150 mm Dia. with Hundred Fifteen and

fittings and necessary connecting accessories of same material Paise Thirteen Only

at required depth for laying table below Crash Barrier etc.

Complete as per specs and as directed by Engineer.

[29] 210.00 Providing and carrying out load test on bridge deck with 169.92 Rupees One Hundred MT

simulated loading including provision, placing and removal of Sixty Nine and Paise

loading, supplying, fixing and removing deflection measuring Ninety Two Only

instruments etc. complete with platforms for fixing the

instruments etc. complete as per the details supplied and

specification and as directed by Engineer and including

submission of required results in triplicate after satisfactory

completion of the load test.

[30] 1.00 Providing and fixing marble slab including engraving and 1012.65 Rupees One No

painting complete. (i) Size 75cm x 60cm x 4cm. Thousand Twelve

and Paise Sixty Five

[31] 3303.00 Providing and laying weep hole in abutment and returning by 86.70 Rupees Eighty Six No

using A.C. pipe of 100 mm diameter including laying proper and Paise Sixty Nine

grade and joining etc. complere as per detailed specification. Only

[32] 2290.00 Providing and filling sand behind abutments and between 872.14 Rupees Eight Cum

returns in layers as directed Hundred Seventy

[33] 506.00 Providing and laying Pitching on slopes laid over prepared 1051.41 Rupees One Cum

filter media including boulder apron laid dry in front of toe of Thousand Fifty One

embankment complete as per drawing and Technical and Paise Forty One

specifications (A) Stone/Boulder Only

[34] 3009.00 Supplying & laying of drainage composite for use behind walls, 831.23 Rupees Eight Sqm

between two different fills, alongside drains of road, below Hundred Thirty One

concrete lining of canals etc. Geocomposite for planar drainage, and Paise Twenty

realized by thermobonding a draining core in extruded Three Only

monofilaments with two filtering nonwoven geotextiles that

may also be working as separation or protecting layers. The

draining three dimensional core will have a “W” configuration

as longitudinal parallel channels. Minimum thickness to be

7.2mm, with two filtering UV stabilized polypropylene

nonwoven geotextile of minimum thickness of 0.75 mm having

pores of 150 micron and tensile strength of 8.0 kN/m that will

be working as separation or protecting layer, geocomposite

having in plane flow capacity of 2.1 L / (m.s) at hydraulic

gradient of 1.0 & 20 kpa pressure and tensile strength of

kN/m , with mass per unit area of 740 gsm, supplied in the

form of roll for easy transportation to site of work as per

detailed specification all complete as per directions of Engineer

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[35] 2687.00 Supplying & laying of bi-axial extruded high modulus 253.51 Rupees Two Sqm

polypropylene geogrid conforming to MORT&H specification Hundred Fifty Three

for base/sub-base reinforcement having minimum tensile and Paise Fifty One

strength 30kN/m in the longitudinal and transverse direction, Only

with 10.5kN/m and 21kN/m tensile strength at 2% and 5%

strain respectively in the longitudinal and transverse direction,

junction efficiency not less than 95% and with 38mm X 38mm

[36] 8.00 Diversion of water course, providing cofferdam and bund or 303000.00 Rupees Three Lakhs No

island as may be necessary for foundation and maintaining the Three Thousand

same for the period as may be necessary Only

[37] 10588.00 Providing and applying one coat Epoxy Phenolic primer of DFT 343.40 Rupees Three Sqm

50 micron and two coats of Epoxy Phenolic coating of DFT 100 Hundred Forty Three

microns each or any other equivalent epoxy coating system to and Paise Forty Only

all concrete surfaces for Crash Barrier including cost of

material, labour, transportation, scaffolding and preparing the

surfaces by cleaning, washing, brushing, sand/ grit blasting etc.

complete and as directed by Engineer and as per specification.

( Paint shall be got approved from Engineer and tested from

approved laboratory).

[38] 80.00 Providing flood gauge marks on substructure as per design 167.03 Rupees One Hundred Rmt

including painting complete. Sixty Seven and Paise

[39] 256.00 Providing masonry steps with Cement Pointing on approaches 230.50 Rupees Two Nos

as directed. Hundred Thirty and

Paise Fifty Only

[40] 1175.00 Providing fusion bonded Epoxy coating not less than 175 8729.43 Rupees Eight MT

micron thickness and up to 300 micron to reinforcement bars Thousand Seven

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

at plant and all taxes (A) 10mm to 16mm dia bar Nine and Paise Forty

[41] 3600.00 Stair for Inspection platform, Structural steel work ( 131.83 Rupees One Hundred Kg

Confirming to IS 4923-1997) riveted, bolted or welded in Thirty One and Paise

builtup for all type sections, in framed work, including cutting, Eighty Three Only

hoisting, fixing in position and applying a priming coat of

approved steel primer all complete as per the structural

designs and directions of Engineer in charge.

[42] 1.00 Clearing and grubbing road land including uprooting rank 28455.09 Rupees Twenty Eight Hec.

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

300 mm removal of stumps of trees cut earlier and disposal of Hundred Fifty Five

unserviceable materials (C) By mechanical means in area of and Paise Nine Only

[43] 23711.00 Sub-grade with 8% CBR (Earthwork for embankment 177.91 Rupees One Hundred Cum

includingbreaking clods, dressing with all lead and liftand Seventy Seven and

including watering rolling and consolidation of subgrade in Paise Ninety One

layers at O.M.C. to required dry density includingfilling the Only

depression which occur during the process using power roller

8T to 10T.(E)From Borrow area with all lead and lift

[44] 1314.00 Construction of granular Sub base 100 mm thick by providing 939.76 Rupees Nine Cum

coarse graded material BTMC using metal 53 mm to 26.5 mm@ Hundred Thirty Nine

27.5%, aggregate 26.5 mm to 9.5 @ 22.5%, agrregate 9.5 mm to and Paise Seventy Six

4.75 mm @ 10% and stone dusts 4.75 mm & below @ 40% Only

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

[45] 1284.00 Construction of granular Sub base 100 mm thickby providing 995.73 Rupees Nine Cum

coarse graded material BTMC using metal 26.5 mm to 9.5 mm Hundred Ninety Five

@ 68%, 9.5 mm to 4.75 mm @ 12% and 4.75 & below @ 20% and Paise Seventy

spreading in uniform layers with motor grader on prepared Three Only

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 400.1 grade-III.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[46] 1685.00 Providing and laying spreading and compacting graded stone 1229.03 Rupees One Cum

aggregate to wet mix macadam 250 mm thick as per MORT&H Thousand Two

specification including pre mixing the material with water at Hundred Twenty

OMC in mechanical mix plant, carriage of mixed material by Nine and Paise Three

tippers to site, laying in uniform layers with paver in sub base/ Only

base course on well prepared surface and compacting with

vibratory roller to achieve the desire density.

[47] 9658.00 Providing & laying priming coat with emulsion SS-1 grade and 63.50 Rupees Sixty Three Smt

spraying emulsion with spray set fitted on mechanical bouzer and Paise Fifty Only

using emulsion at the rate of 7.5 Kg./10 Sqm. On WMM surface

incl. cleaning the surface etc. complete.

[48] 1163.00 Providing and laying 75 mm D.B.M. with B.T. Aggregate as per 3267.15 Rupees Three MT

MORT&H specification with Emulsion RS-1 for tack coat @ 2.5 Thousand Two

Kg./10 smt. With Mechanical Sprayer & Bitumen VG-30 Grade Hundred Sixty Seven

for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of mix and Paise Fifteen

heating and mixing the aggregate & asphalt in drum mix plant Only

and transporting to site 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 & sensor paver finisher etc.

[49] 647.00 Providing and laying 40 mm thick Bituminous concrete on 3685.72 Rupees Three MT

existing bituminous surface and using specification graded Thousand Six

machine crushed with 5.50 % bitumen VG-30 grade by Wt. of Hundred Eighty Five

total mix as per specification MORTH including mixing of and Paise Seventy

asphalt with B.T. chips in Drum mix plant transporting same as Two Only

by paver finisher and consolidation the same with pair of

tonnes to 10 tonnes vibratory roller to achieve desire density

and including VG-30 grade bitumen, cost of emulsion, cost of

required tools , plants, all machineries, equipment fire wood

oil, kerosene, charges etc. complete.

[50] 548.00 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Sqm

reflectorising glass beads on bitumin surface providing and Hundred Sixty Seven

laying a hot applied thermoplastic compound 2.5 mm thick and Paise Seventy

including reflectorising glass beads@ 250gms per sqm area, Two Only

thickness of 2.5mm is xcluding 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 Povide liminance coefficinet on cement road shalll 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 criterla for night time

reflectivity, wet reflectivity and skid resistance as mentloned in

the section-15 of IRC 35-2015 warrenty for retro reflectivity

shall be two years.

[51] 496.00 Cat Eye / Road Stud/RPM: Supplying Raised Pavement Markers 217.40 Rupees Two Nos

made of polycarbonate and ABS moulded body and reflective Hundred Seventeen

panels with Micro prismatic lens (No Glass bead lens) capable and Paise Forty Only

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 11061997 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 body of the marker

should having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of

the marker should be as per the IRC 35-2015 and as directed

by Engineer-In-charge.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[52] 2.00 Village/Bridge Name Sign :- Providing and fixing sign boards 6313.51 Rupees Six Thousand Nos

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

composite Panel); size 90x60 cms. rectangular as per design of Thirteen and Paise

IRC-67-2012. Pre treated with phospheting process & acid Fifty One Only

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

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

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 35 x 3mm;

painted with bestquality epoxy coatings in black and white

bends. The details of symbol or inscription/letters / numerals

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

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

45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (A) Class-C Type-11

Retro Reflective sheeting.

[53] 2.00 Distance Informatory / Destination Sign :- Providing and Fixing 20918.11 Rupees Twenty Nos

Sign boards made out of 2mm aluminium sheet / 4mm ACP Thousand Nine

(Aluminium composite Panel) ; size 180 X 120 cms. Hundred Eighteen

Ractangular as per design of IRC-67-2012. Pre treated with and Paise Eleven

phospheting process & acid etching; Coated with one coat of Only

epoxy primer and two coats of best quality epoxy paint ;

reflectorised with Micro Prismatic Grade retro

reflectivesheeting of Type-11 as per ASMT D-4956 and letest

M.O.S.T. Specifications; 4.0 mtr 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 coating in black and white

bends. The detail of symbol foreach 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 45X45x60 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 orignal 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. (A) Class-C Type-11 Retro Reflective sheeting

[54] 8.00 Regulatory / Mandatory Sign (Speed Limits):- Providing and 4618.73 Rupees Four Nos

Fixing Sign boards made out of 2mm aluminium sheet / 4mm Thousand Six

ACP (Aluminium composite Panel) ; size 60cms Dia circle as Hundred Eighteen

per design of IRC-67-2012. Pre treated with phospheting and Paise Seventy

process & acid etching; Coated with one coat of epoxy primer Three Only

and two coats of best quality epoxy paint ; reflectorised with

Micro Prismatic Grade retro reflectivesheeting of Type-11 as

per ASMT D-4959 and letest 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

35 x 35 x 3mm ; Painted with best quality epoxy coating in

black and white bends. The detail of symbol foreach 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 45X45x60 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 orignal 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. (A) Class-C Type-11 Retro Reflective sheeting

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[55] 8.00 Chevron sign :-Providing and fixing sign boards made out of 4681.35 Rupees Four Nos

1.5mm aluminium sheet / 3mm ACP (Aluminum composite Thousand Six

Panel); size 60x50 cm as per design of IRC-67-2012. Pre Hundred Eighty One

treated with phospheting process & acid etching; coated with and Paise Thirty Five

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

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x

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

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

bestquality epoxy coatings in black and white bends. the details

of symbol or inscription / numerals for each board shall be as

per the instruction of engineer in charge.The fixing at site shall

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

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from originaa manufacturer & a

certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted

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

[56] 980.00 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 4145.04 Rupees Four Rmt

erecting a "Thrie" metal beam crash barrier comprising of 3 Thousand One

mm thick corrugated sheet metal beam rail, 85 cm above Hundred Forty Five

road/ground level, fixed on ISMC series channel vertical post, and Paise Four Only

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)

[57] 4106.00 Providing and casting in situ controlled cement concrete M-30 5462.90 Rupees Five cum

for R.C.C return as per drawings including centering shuttering, Thousand Four

scaffolding where necessary, laying vibrating, curing and Hundred Sixty Two

finishing complete. (1) piers (2)Abutment (3)Rcc return (more and Paise Ninety

than 10 ton) 0.00mt to 5.00 mt Only

[58] 260.00 Providing and casting in situ controlled cement concrete M-300 5787.56 Rupees Five cum

for R.C.C. return as per drawings including centering Thousand Seven

shuttering, scaffolding where necessary, laying vibrating, Hundred Eighty

curing and finishing complete.(B) Height from 5.0 to 10.0 M. (1) Seven and Paise Fifty

Piers (2) Abutment (3) RCC return Six Only

[59] 1654.00 Providing and casting in situ controlled cement concrete M 20 5198.58 Rupees Five cum

for R.C.C. return as per drawings including centering Thousand One

shuttering, scaffolding where necessary, laying vibrating, Hundred Ninety

curing and finishing complete. All Height (1) Piers (2) Eight and Paise Fifty

Abutment (3) RCC return Eight Only

[60] 2.00 Providing & Fixing solar power road trafic flasher (24 hours 42975.50 Rupees Forty Two No

operation) having 30c mm round light source , cluster of high Thousand Nine

intencity ultra bright lead visibility greater than 500 mtrs red Hundred Seventy

or amber availabel or required. Falshing duty cycle 50% Five and Paise Fifty

operation for 24 hr. located 3.0 mt. above the ground level. Only

design in line with IS 7537 -1974 specification of road trafic.

siganal solars model 12V 20WP / 124 ,40W , battary 12 V 60Ah

/12 V 110Ah operating temperature 0 to 50 C , humidity 93%

EH (NC) complete with instalation

[61] 980.00 Providing & laying Mountable type Central Verge including 641.35 Rupees Six Hundred Rmt

casting of Kerb of size 15.00 x 42.50 Cm by mechanical Kerb Forty One and Paise

casting machinery and oil paint colour to Center verge (Kerb) Thirty Five Only

by Yellow/white and Black patta (Three Coat) one coat of

priming & two coat of oil Paint including cost of material

required for paint and all labour worketc complete as per

direction, detailed drawing and instruction of engineer

incharge. (Including Epoxy Piant of Approved Quality)

[62] 44.00 Dismentaling the existing structure including removing and 409.22 Rupees Four Cum

stacking the dismentelled materials as and where directed. (B) Hundred Nine and

Rubble Masonry Paise Twenty Two

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[63] 1520.00 Excavation for foundation up to 1.5 Mt. depth incl. sorting out 122.94 Rupees One Hundred Cum

and stacking of useful materials and depositing of excavated Twenty Two and

stuff up to 50 mt. lead (A) loose or soft soil Paise Ninety Four

[64] 421.00 Excavation for foundation for depth from 1.5 m to 3.0 m 301.85 Rupees Three Cum

including sorting out and stacking of useful materials and Hundred One and

disposing off the excavated stuff upto 50 Meter lead. (D) Soft Paise Eighty Five

rock not requiring Blasting Only

[65] 25.00 Providing and casting in situ controlled cement concrete M- 5694.69 Rupees Five Cum

400 for average 75 mm thick wearing coat laid as directed Thousand Six

dincluding tamping, vibrating, finishing, curing and fillingin Hundred Ninety Four

joints with bitumen complete and Paise Sixty Nine

[66] 98.00 Providing and laying in position FE 500D TMT bar 73656.44 Rupees Seventy MT

reinforcement including cutting, bending, hooking and tying Three Thousand Six

complete as per detailed drawings for the All R.C.C. Work. Hundred Fifty Six

and Paise Forty Four

[67] 294.00 Providing and laying filter media 600 mm thick as directed at 1239.35 Rupees One Smt

the back of abutment ,returns and wing walls as per detailed Thousand Two

drawing Hundred Thirty Nine

and Paise Thirty Five

[68] 112.00 Supplying promoulded bituminous joint filler.(iii) 25mm thick 802.87 Rupees Eight Smt

Hundred Two and

Paise Eighty Seven

[69] 10.00 Providing C.I.100 mm diameter water spouts including 912.40 Rupees Nine No

necessary iron gratings as per drawing Hundred Twelve and

Paise Forty Only

[70] 229.00 Providing and laying rubble for appron (each stone weighting 1083.81 Rupees One Cum

not less than 40Kg.) including and packing and filing in the Thousand Eighty

interestices with quarry-spalls. Three and Paise

Eighty One Only

[71] 0.60 Clearing and grubbing road land including uprooting rank 34889.38 Rupees Thirty Four Hecter

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

300 mm removal of stumps of trees cut earlier and disposal of Hundred Eighty Nine

unserviceable materials(D) By mechanical means in area of and Paise Thirty

thorny jungle Eight Only

[72] 250.00 Providing and laying 37.50 mm Thick Bitumious Mecadam B.T. 2791.64 Rupees Two MT

Aggregate as per MORT & H specification and Emulsion RS-1 Thousand Seven

for tack coat @ 2.50 Kg./10 smt. with Mechanical sprayer & Hundred Ninety One

Bitumen Grade VG-30 for mixing @ 34 Kg./Mt. i.e. 3.40 % by and Paise Sixty Four

weight of total mix including heating and mixing the aggregate Only

& asphalt in 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

[73] 140.00 Providing and laying 20 mm thick Mixed seal surfaceing using 3402.68 Rupees Three MT

stone chipping and aggregates as per M.O.R.&H gradation with Thousand Four

bitumen Grade VG-30 @ rate 5.09% of weight mix i.e.50.90 Hundred Two and

Kg/M.T. including heating the asphalt and aggregate by drum Paise Sixty Eight

mix plant, transporting and mixed material and spreading the Only

same by pavers finisher and consolidation by vibratory roller

of 80 KN to 100 KN static weight including providing tools,

plants, firewood, oil, kerosene, labour charges etc. complete

[74] 375.00 Supplying and fixing reinforced concrete heavy duty non- 6621.26 Rupees Six Thousand Rmt

pressure pipes with collars for culverts including setting and Six Hundred Twenty

joining the pipes in C.M. 1:2 watering and laying (To level of One and Paise

slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated Twenty Six Only

technology of following internal diameter. 1200mm dia.

[75] 84.00 Providing and fixing pre cast C.C. M-150 indicator stone with 343.27 Rupees Three Nos

necessary reinforcement as per I.R.C. type design in including Hundred Forty Three

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[76] 149.00 Providing and fixing pre cast C.C. M-150 guard stone with 350.80 Rupees Three Nos

necessary reinforcements per I.R.C. type design including white Hundred Fifty and

washing etc. complete (ii) Fixing in C.C. 1:5:10 Paise Eighty Only

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[77] 2.00 Curve/Cautionary Warning Sign :- Providing and fixing sign 5077.27 Rupees Five Nos

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

(Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral Seven and Paise

triangle as per design of IRC-67-2012. Pre treated with Twenty Seven Only

phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm

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

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction

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

blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer 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.

[78] 2.00 Stop Sign :- Providing and Fixing Sign boards made out of 2mm 7213.42 Rupees Seven Nos

aluminium sheet / 4mm ACP (Aluminium composite Panel) ; Thousand Two

size 90 cms Octagone as per design of IRC-67-2012. Pre treated Hundred Thirteen

with phospheting process & acid etching; Coated with one coat and Paise Forty Two

of epoxy primer and two coats of best quality epoxy paint ; Only

reflectorised with Micro Prismatic Grade retro

reflectivesheeting of Type-11 as per ASMT D-4956 and letest

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 35 x 35 x 3mm ; Painted with

best quality epoxy coating in black and white bends. The fixing

at site shall be as per the instructionof engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45X45x60 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 orignal 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. (A) Class-C Type-11 Retro Reflective sheeting

[79] 10.00 Chevron sign board/ Route Marker sign :- Providing and fixing 5108.58 Rupees Five Nos

sign boards made out of 1.5mm aluminium sheet / 3mm ACP Thousand One

(Aluminum composite Panel); size 60x45 cm. rectangular plus Hundred Eight and

30X25cm additional plate as per design of IRC-67-2012. Pre Paise Fifty Eight Only

treated with phospheting process & acid etching; coated with

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

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm

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

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

details of symbol or inscription/letters / numerals for each

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

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 10 years

for the Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[80] 2.00 Man at work 2' x 2' Sign: Providing and Fixing Sign boards 4962.13 Rupees Four Nos

made out of 1.5mm aluminum sheet / 3mm ACP (Aluminum Thousand Nine

composite Panel) ; size 60 X 60 cms. as per design of IRC-67- Hundred Sixty Two

2012. Pre treated with phospheting process & acid etching; and Paise Thirteen

Coated with one coat of epoxy primer and two coats of best Only

quality epoxy paint ; reflectorized with Micro Prismatic Grade

retro reflective sheeting of Type-11 as per ASMT D-4956 and

latest M.O.S.T. Specifications; 4 mtr long stand post (2 Nos.) of

75 x 75 x 6mm / 65NB Circular MS pipe as required and frame

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

Painted with best quality epoxy coating in black and white

bends. The detail 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 45X45x60 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 years 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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[81] 2.00 Hazard Marker Sign :- Providing and fixing sign boards made 3666.30 Rupees Three Nos

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

composite Panel); size 90x30 cms. rectangular as per design of Hundred Sixty Six

IRC-67- 2012. Pre treated with phospheting process & acid and Paise Thirty

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

best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

and latest M.O.S.T.Specifications; 1.8mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame

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

painted with bestquality epoxy coatings in black and white

bends. The details of symbol foreach board shall be as per

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

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

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 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.

Rupees Twenty Six Crores Fifty Two Lakhs Forty Two Thousand Three Hundred Seventy One and Paise Seventy One Only

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

above. Amount of my /our tender works out as under.

Estimated Amount put to tender Estimated Amount put to tender

In Words In Words

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. Credit of materials of Diversion amount of Rs. 3230838.40 must be recovered from Contractor's ............ R.A Bill.

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. R & B Sub Division R & B Division