Construction of New Major Canal Bridge on Kadi-Dhoriya-Detroj Road Over Narmda Main Canal At Ch 3/060 , Dist. Mehsana

Name of Work : Construction of New Major Canal Bridge on Kadi-Dhoriya-Detroj Road

Over Narmada Main Canal at Ch 3+060, Dist. Mehsana

BILL OF QUANTITIES

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[1] 385.00 Dismantling the existing structure including removing 930.23 Rupees Nine Cum

and stacking with All lead & Lifted dismantled Hundred Thirty and

materials as and where directed. (A) R.C.C. Work Paise Twenty Three

[2] 1.00 Carry out alignment survey Work by total station 92920.00 Rupees Ninety Two No

including marking of center line of the bridge and Thousand Nine

approach road and various other componnent Hundred Twenty

structures, taking ground levels and detailes of exsiting Only

structures within 40m from centerline, 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] 806.00 Empty boring through all sorts of starta for providing 3319.19 Rupees Three Rmt

1.2 Mtr. diameter R.C.C. Bored piles to requried depth Thousand Three

including necessary casing pipe with all plants and Hundred Nineteen

equipment as requried complete. and Paise Nineteen

[4] 90.00 Providing and installing 6 mm/12 mm MS liner for 47323.73 Rupees Forty Seven MT

bored-cat-in-situ concrete piles including applying Thousand Three

protective coating as per drwaing and specification and Hundred Twenty

as directed by engineer. Three and Paise

Seventy Three Only

[5] 993.00 Providing and laying controlled cement concrete M-350 4811.68 Rupees Four Cum

for R.C.C. bored piles of 1.2 Mtr. diameter including Thousand Eight

ramming, vibrating and finishing complete. Hundred Eleven and

Paise Sixty Eight

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

necessary kentledge or any other suitable method as Hundred Eighty

directed. Seven and Paise

Thirty Eight Only

[7] 28.00 Conducting low strain pile integrity testing on RC bored 667.86 Rupees Six Hundred Nos

foundation Piles using pile integrity tester equipment Sixty Seven and

by pile dynamics inc. of USA of TNO of Netherland or Paise Eighty Six Only

equivalent that conforms to ASTM D

[8] 6419.00 Excavation for foundation in sand, gravel, clay soft soils 511.45 Rupees Five Cum

and murrum etc. including shoring, strutting Hundred Eleven and

dewatering as necessary and disposing of the excavated Paise Forty Five

stuff as directed.(A) Depth upto 3.0 M. and upto all lead Only

[9] 711.00 providing and casting in situ controlled cement 3971.51 Rupees Three Cum

concrete M-150 for Rcc raft and cut off walls including Thousand Nine

necessary shuttering laying, vibrating, ramming and Hundred Seventy

curing complete. One and Paise Fifty

[10] 5978.00 Providing and Casting in situ controlled Cement 4390.77 Rupees Four Cum

Concrete M-200 for R.C.C. Raft and cutt-off walls Thousand Three

including necessary shuttering laying, vibrating, Hundred Ninety and

ramming and curing complete. Paise Seventy Seven

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[11] 461.00 Providing and casting in-situ controlled cement 5013.38 Rupees Five Cum

concrete of M35 grade for RCC work for Pile cap etc Thousand Thirteen

with 20mm down coarse aggregate of the required size and Paise Thirty

for any depth including dewatering, scaffolding / Eight Only

centring, shuttering, mixing placing in position,

consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as

per specification and drawing.

[12] 469.30 providing and fixing in postion TMT Fe 550 D Steel bars 78466.74 Rupees Seventy MT

of various diameter for all RCC works in piles, pile caps Eight Thousand Four

and foundation as per detailed design & drawing and Hundred Sixty Six

schedule including cutting, bending, hooking the bars, and Paise Seventy

binding with 18 SWG GI wires or tack welding and Four Only

supporting as requried with all lifts etc. complete

including cost of all labour, materials, tools, plants,

equipment etc. all complete as directed by engineer and

as per specification.

[13] 242.00 Providing and casting in situ controlled cement 5342.44 Rupees Five Cum

concrete M-350 for R.C.C return as per drawings Thousand Three

including centering shuttering, scaffolding where Hundred Forty Two

necessary, laying vibrating, curing and finishing and Paise Forty Four

complete. (1) piers (2)Abutment (3)Rcc return (more Only

than 10 ton) 0.00 mt to 5.00 mt

[14] 85.00 Providing and casting in situ controlled cement 5654.92 Rupees Five Cum

concrete M-350 for R.C.C. return as per drawings Thousand Six

including centering shuttering, scaffolding where Hundred Fifty Four

necessary, laying vibrating, curing and finishing and Paise Ninety

complete.(B) Height from 5.0 to 10.0 M.(1) Piers (2) Two Only

Abutment (3) RCC return

[15] 15.00 Providing and casting in situ controlled cement 5421.39 Rupees Five Cum

concrete M-350 for R.C.C work in pier cap, abutment Thousand Four

cap and dirt wall including cotrolled cement concrete M- Hundred Twenty

400 bed blocks or pedestals of requried size below One and Paise Thirty

bearings as per detailed drawings, centeriang, Nine Only

shuttering, scaffolding, wherever necessary, laying

vibrating, curing and finishing complete.

[16] 7500.00 Supplying, fitting and fixing in position true to line and 58.93 Rupees Fifty Eight Ton

level POT-PTFE bearing consisting of a metal piston and Paise Ninety

supported by a disc or unreinforced elastomer confined Three Only

within a metal cylinder, sealing rings, dust seals, PTFE

surface sliding against stainless steel mating surface,

completre assembly to be of cast steel/fabricated

structural steel, metal and elastomer elements to be as

per IRC: 83 part-I & II respectively and other parts

conforming to BS: 5400, section 9.1 & 9.2 and clause

2006 of MoRTH Specifications complete asper drawing

and approved technical specifications.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[17] 646.00 Supplying, fabrication, assembling of all types of steel 158204.43 Rupees One Lakh MT

girders of specified spans with structural steel Fifty Eight Thousand

conforming to Quality "B0" Grade Designation E350 Two Hundred Four

(FE490) conforming to IS:2062, erection / slewing / and Paise Forty

end launching of steel girders with cranes or any other Three Only

approved launching methods as per site conditions (not

requiring traffic block) on substructure including

provision of trolley refuges etc., complete as per

approved QAP and drawings conforming to IRS-B1-

2001 and other relevant codes and specifications.

1. Detailed fabrication and erection drawings &

launching methodology will be prepared by the

contractor and got approved from Authority.

2. The rate is all inclusive including launching in

position, complete in all respect except cost of (i)

Painting / Metalising & (ii) Bearings

3. The payment shall be made on the theoretical weight

of main components and gusset plates only.

4. Payment Schedule:

(i) Receipt of material at site: 40% (ii) Fabrication of

girders: 20% (iii) Erection/Launching: 20% (iv)

Completion in all respects: 20%

Plate Girder/Semi Through Girder/Composite Girder

[18] 6088.00 Metallizing of steel work of girders with sprayed 741.64 Rupees Seven Sqm

aluminium after surface preparation by Sand/grit Hundred Forty One

blasting, followed by one coat of etch primer (IS:5666) and Paise Sixty Four

& one coat of Zinc Chrome primer (IS:104) and two Only

coats of aluminium paint (IS:2339) with all labour, T&P

and material as a complete job duly conforming to all

relevant specifications and process given under Clause

39 of IRS-B1-2001. Note: Nominal Thickness of sprayed

Aluminium coating shall be 150 microns. DFT of Zinc

chrome primer shall be 25-30 microns and DFT of each

coat of Aluminium paint shall be 12-14 microns. (On

new girder during fabrication)

[19] 421.00 Providing and casting in situ controlled cement 5910.66 Rupees Five Cum

concrete M-350 for R.C.C. work in superstructure Thousand Nine

including centering, shuttering, scaffolding, ramming, Hundred Ten and

vibrating curing and finishing complete. (A) T-Beam Paise Sixty Six Only

and Deck slab type of superstructure (I) Deck Slab

[20] 218.00 Providing and casting in situ controlled cement 5084.17 Rupees Five Cum

concrete M-400 for crash barrier/kerb/kerb block Thousand Eighty

blocks including formwork curing and finishng, Four and Paise

complete. Seventeen Only

[21] 147.80 Providing and laying 40 mm D.B.M. with B.T. Aggregate 5402.05 Rupees Five MT

as per MORT&H specification with Emulsion RS-1 for Thousand Four

tack coat @ 2.5 Kg./10 smt. With Mechanical Sprayer & Hundred Two and

Bitumen VG-40 Grade for mixing @ 45.00 Kg./MT. ie. Paise Five Only

4.5 % by total weight of mix heating and mixing the

aggregate & asphalt in continuous batch mix plant 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 batch mix

plant & sensor paver finisher etc. complete

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[22] 1605.60 Mastic Asphalt Wearing Coat (Providing and laying 25 833.10 Rupees Eight Sqm

mm thick mastic asphalt wearing course with paving Hundred Thirty

grade bitumen meeting the requirements given in table Three and Paise Ten

500-39, prepared by using mastic cooker and laid to Only

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.)

[23] 27.00 Strip Seal Expansion Joint (Providing and laying of a 1733.16 Rupees One Rmt

strip seal expansion joint catering to maximum Thousand Seven

horizontal movement upto 70 mm, complete as per Hundred Thirty

approved drawings and standard specifications to be Three and Paise

installed by the manufacturer/supplier or their Sixteen Only

authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

[24] 790.00 Finishing wall with water proofing cement paint of on 65.25 Rupees Sixty Five Sqm

wall surfaces (Two coats) to give an approved brand and Paise Twenty

and manufacture and of required shape even shade Five Only

after thoroughly brushing the surface to remove all dirt

and remains of loose powered materials.

[25] 132.00 Providing and casting in situ controlled cement 5194.50 Rupees Five Cum

concrete M-30 for approach slab including formwork Thousand One

curing and finishing complete. Hundred Ninety

Four and Paise Fifty

[26] 50.00 Providing P.V.C. 100 mm diameter water spouts 159.37 Rupees One No

including necessary iron gratings as per drawings Hundred Fifty Nine

and Paise Thirty

[27] 402.00 Providing and laying Double walled corrugated pipes 215.13 Rupees Two Rmt

(DWC) of Polyethylene (Conforming to IS: 14930-II) of Hundred Fifteen and

150 mm Dia. with fittings and necessary connecting Paise Thirteen Only

accessories of same material at required depth for

laying table below Crash Barrier etc. Complete as per

specs and as directed by Engineer.

[28] 315.00 Providing and carrying out load test on bridge deck 169.92 Rupees One MT

with simulated loading including provision, placing and Hundred Sixty Nine

removal of loading, supplying, fixing and removing and Paise Ninety

deflection measuring instruments etc. complete with Two Only

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.

[29] 2.00 Providing and fixing marble slab including engraving 1012.65 Rupees One No

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

and Paise Sixty Five

[30] 2614.00 Providing and laying weep hole in abutment and 86.73 Rupees Eighty Six No

returns by using A.C. pipe of 100 mm diameter and Paise Seventy

including laying proper grade and jointing etc. Three Only

completed as per detailed specification.

[31] 1357.00 Providing and filling sand behind abutments and 448.54 Rupees Four Cum

between returns in layers as directed Hundred Forty Eight

and Paise Fifty Four

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[32] 2614.00 Supplying & laying of drainage composite for use 831.23 Rupees Eight Sqm

behind walls, between two different fills, alongside Hundred Thirty One

drains of road, below concrete lining of canals etc. and Paise Twenty

Geocomposite for planar drainage, realized by Three Only

thermobonding a draining core in extruded

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

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 18 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

[33] 4172.00 Supplying & laying of bi-axial extruded high modulus 253.51 Rupees Two Sqm

polypropylene geogrid conforming to MORT&H Hundred Fifty Three

specification for base/sub-base reinforcement having and Paise Fifty One

minimum tensile strength 30kN/m in the longitudinal Only

and transverse direction, 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

[34] 3025.00 Providing and applying one coat Epoxy Phenolic primer 343.40 Rupees Three Sqm

of DFT 50 micron and two coats of Epoxy Phenolic Hundred Forty

coating of DFT 100 microns each or any other Three and Paise

equivalent epoxy coating system to all concrete Forty Only

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).

[35] 470.00 Providing fusion bonded Epoxy coating not less than 8729.43 Rupees Eight MT

175 micron thickness and up to 300 micron to Thousand Seven

reinforcement bars as per IS-13620-1993/ASTM-775 M Hundred Twenty

including testing of coating at plant and all taxes. All dia Nine and Paise Forty

[36] 6295.00 Providing and Filling Polysulphide Pour Grade Sealant 383.46 Rupees Three Kg

with minimum material density of 1650 Kg/Cum all Hundred Eighty

around annular space in between 1200 mm dia & 1500 Three and Paise

mm dia Liner encase from of 1500 mm dia liner up to Forty Six Only

[37] 900.00 Stair case and Stair for Inspection platform, Structural 131.83 Rupees One Kg

steel work ( Confirming to IS 4923-1997) riveted, Hundred Thirty One

bolted or welded in builtup for all type sections, in and Paise Eighty

framed work, including cutting, hoisting, fixing in Three Only

position and applying a priming coat of approved steel

primer all complete as per the structural designs and

directions of Engineer in charge.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[38] 3.30 Clearing and grubbing road land including uprooting 28455.09 Rupees Twenty Hec.

rank vegetation grass bushes,shrubs,sapling and trees Eight Thousand Four

girth up to 300 mm removal of stumps of trees cut Hundred Fifty Five

earlier and disposal of unserviceable materials (C) By and Paise Nine Only

mechanical means in area of light jungle

[39] 272567.00 Sub-grade with 8% CBR (Earthwork for embankment 177.91 Rupees One Cum

includingbreaking clods, dressing with all lead and Hundred Seventy

liftand including watering rolling and consolidation of Seven and Paise

subgrade in layers at O.M.C. to required dry density Ninety One Only

includingfilling the depression which occur during the

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

area with all lead and lift.

[40] 1501.00 Construction of granular Sub base 100 mm thick by 1739.09 Rupees One Cum

providing coarse graded material BTMC using metal 53 Thousand Seven

mm to 26.5 mm@ 27.5%, aggregate 26.5 mm to 9.5 @ Hundred Thirty Nine

22.5%, agrregate 9.5 mm to 4.75 mm @ 10% and stone and Paise Nine Only

dusts 4.75 mm & below @ 40% 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

[41] 1484.00 Construction of granular Sub base 100 mm thickby 1759.14 Rupees One Cum

providing coarse graded material BTMC using metal Thousand Seven

26.5 mm to 9.5 mm @ 68%, 9.5 mm to 4.75 mm @ 12% Hundred Fifty Nine

and 4.75 & below @ 20% spreading in uniform layers and Paise Fourteen

with motor grader on prepared surface mixing by mix Only

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.

[42] 3155.00 Providing and laying spreading and compacting graded 2053.50 Rupees Two Cum

stone aggregate to wet mix macadam 250 mm thick as Thousand Fifty

per MORT&H specification including pre mixing the Three and Paise Fifty

material with water at OMC in mechanical mix plant, Only

carriage of mixed material by tippers to site, laying in

uniform layers with paver in sub base/ base course on

well prepared surface and compacting with vibratory

roller to achieve the desire density.

[43] 14003.00 Providing & laying priming coat with emulsion SS-1 100.88 Rupees One Smt

grade and spraying emulsion with spray set fitted on Hundred and Paise

mechanical bouzer using emulsion at the rate of 7.5 Eighty Eight Only

Kg./10 Sqm. On WMM surface incl. cleaning the surface

[44] 1998.00 Providing and laying 75 mm D.B.M. with B.T. Aggregate 5309.74 Rupees Five MT

as per MORT&H specification with Emulsion RS-1 for Thousand Three

tack coat @ 2.5 Kg./10 smt. With Mechanical Sprayer & Hundred Nine and

Bitumen VG-40 Grade for mixing @ 45.00 Kg./MT. ie. Paise Seventy Four

4.5 % by total weight of mix heating and mixing the Only

aggregate & asphalt in continuous batch mix plant 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 batch mix

plant & sensor paver finisher etc. complete

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[45] 2005.00 Providing and laying 40 mm thick Bituminous 6053.03 Rupees Six MT

concrete on existing bituminous surface and using Thousand Fifty

specification graded machine crushed with 5.50 % Three and Paise

bitumen VG-40 grade by Wt. of total mix as per Three Only

specification MORTH including mixing of asphalt with

B.T. chips in continuous 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 desire density and including VG-40 grade

bitumen, cost of emulsion, cost of required tools

plants, all machineries, equipment fire wood , oil,

kerosene, charges etc. complete.

[46] 977.00 Road marking with hot applied thermoplastic paints 367.72 Rupees Three Sqm

with reflectorising glass beads on bitumin surface Hundred Sixty Seven

providing and laying a hot applied thermoplastic and Paise Seventy

compound 2.5 mm thick including reflectorising glass Two Only

beads@ 250gms per sqm area, 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 100 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.

[47] 1024.00 Cat Eye / Road Stud/RPM: Supplying Raised Pavement 217.40 Rupees Two Nos

Markers made of polycarbonate and ABS moulded body Hundred Seventeen

and reflective panels with Micro prismatic lens (No and Paise Forty Only

Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 Kgs. tested in accordance to

ASTM 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.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[48] 4.00 Village/Bridge Name Sign :- Providing and fixing sign 6313.51 Rupees Six Nos

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

(Aluminum composite Panel); size 90x60 cms. Hundred Thirteen

rectangular as per design of IRC-67-2012. Pre treated and Paise Fifty One

with phospheting process & acid etching; coated with Only

one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 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.

[49] 2.00 Distance Informatory / Destination Sign :- Providing 20918.11 Rupees Twenty Nos

and Fixing Sign boards made out of 2mm aluminium Thousand Nine

sheet / 4mm ACP (Aluminium composite Panel) ; size Hundred Eighteen

180 X 120 cms. Ractangular as per design of IRC-67- and Paise Eleven

2012. Pre treated with phospheting process & acid Only

etching; Coated with one coat of 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

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[50] 6.00 Regulatory / Mandatory Sign (Speed Limits):- 4618.73 Rupees Four Nos

Providing and Fixing Sign boards made out of 2mm Thousand Six

aluminium sheet / 4mm ACP (Aluminium composite Hundred Eighteen

Panel) ; size 60cms Dia circle as per design of IRC-67- and Paise Seventy

2012. Pre treated with phospheting process & acid Three Only

etching; Coated with one coat of epoxy primer 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.

[51] 34.00 Chevron sign :-Providing and fixing sign boards made 4681.35 Rupees Four Nos

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

composite Panel); size 60x50 cm as per design of IRC- Hundred Eighty One

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

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

coats of best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiectivesheeting of Type-

11 as per ASTM D-4956 and latest

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

[52] 1460.00 Type - B, "THRIE" : Metal Beam Crash Barrier 4145.04 Rupees Four Rmt

(Providing and erecting a "Thrie" metal beam crash Thousand One

barrier comprising of 3 mm thick corrugated sheet Hundred Forty Five

metal beam rail, 85 cm above road/ground level, fixed and Paise Four Only

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)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[53] 390.00 Providing and laying controlled cement concrete M-150 3587.76 Rupees Three Cum

for curing complete excluding cost of formwork and Thousand Five

reinforcement for reinforced concrete work in (A) Hundred Eighty

Foundations, footings,Base of columns and Mass Seven and Paise

concrete Seventy Six Only

[54] 40.00 Supplying & Fixing Pre-Moulded bituminous joint Filler 611.13 Rupees Six Hundred Sqm

20mm size Eleven and Paise

[55] 2.00 Providing & Fixing solar power road trafic flasher (24 42975.50 Rupees Forty Two No

hours operation) having 30c mm round light source , Thousand Nine

cluster of high intencity ultra bright lead visibility Hundred Seventy

greater than 500 mtrs red or amber availabel or Five and Paise Fifty

required. Falshing duty cycle 50% operation for 24 hr. Only

located 3.0 mt. above the ground level. 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

[56] 1920.00 Providing & laying Mountable type Central Verge 593.88 Rupees Five Rmt

including casting of Kerb of size 15.00 x 42.50 Cm by Hundred Ninety

mechanical Kerb casting machinery and oil paint Three and Paise

colour to Center verge (Kerb) by Yellow/white and Eighty Eight Only

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).

[57] 6548.00 Providing and laying Pitching on slopes laid over 1051.41 Rupees One Cum

prepared filter media including boulder apron laid dry Thousand Fifty One

in front of toe of embankment complete as per drawing and Paise Forty One

and Technical specifications (A) Stone/Boulder Only

[58] 78.00 Providing and fixing post and pipe railing as per 1211.52 Rupees One Rmt

detailed drawing including 3 coats of painting to steel Thousand Two

works complete. Hundred Eleven and

Paise Fifty Two Only

[59] 717.00 Providing and casting in situ controlled cement 5104.55 Rupees Five Cum

concrete M-250 for R.C.C. return as per drawings Thousand One

including centering shuttering, scaffolding where Hundred Four and

necessary, laying vibrating, curing and finishing Paise Fifty Five Only

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return

[60] 4.00 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

[61] 431.00 Providing and laying rubble for appron (each stone 985.34 Rupees Nine Cum

weighting not less than 40Kg.) including and packing Hundred Eighty Five

and filing in the interestices with quarry-spalls. and Paise Thirty

[62] 70.00 Supplying and fixing reinforced concrete heavy duty 4710.56 Rupees Four Rmt

non-pressure pipes with collars for culverts including Thousand Seven

setting and joining the pipes in C.M. 1:2 watering and Hundred Ten and

laying (To level of slops of I.S. 458 / 1971 Class NP4 of Paise Fifty Six Only

following internal diameter. (iv) 900 mm dia.

[63] 60.00 Supplying and fixing reinforced concrete heavy duty 6621.26 Rupees Six Rmt

non-pressure pipes with collars for culverts including Thousand Six

setting and joining the pipes in C.M. 1:2 watering and Hundred Twenty

laying (To level of slops of I.S. 458 / 1971 Class NP4 of One and Paise

following internal diameter. (iv) 1200 mm dia. Twenty Six Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated but According to

Item of work Unit

No. may be more Estimated

or less In Figure In Words Quantities

[64] 120.00 Construction of Pontoon with all necessary 131825.20 Rupees One Lakh MT

arrangement to facilitate Piling, Truss erection and for Thirty One

supporting all other construction activity which can be Thousand Eight

dismantelled after completion of scope of work Hundred Twenty

including all the materials, machinary required with Five and Paise

floatings in canal water, necessary fixing in position Twenty Only

during construction activities like piling, truss erection

etc. moving to another location etc. all included.

Rupees Thirty Three Crores Twenty Eight Lakhs Fifty Thousand Eighty One and Paise Twenty Three 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

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. 11178518.40 must be recovered from Contractor's 1st R.A Bill.

Dated Signature Deputy Executive Engineer Executive Engineer

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