CONSTRUCTING,WIDENING,STRENGTHENING AND RESURFACING VARIOUS IMPORTANT ROADS AND WHEN REQUIRED OR IN EMERGENCY UNDER KUTCH-BHUJ (PANCHAYAT) ANNUAL BASIS DIST.KUTCH (Bhachau & Rapar)(2nd attempt)

NAME OF WORK:-WORK OF CONSTRUCTING,WIDENING,STRENGTHENING AND RESURFACING VARIOUS IMPORTANT ROADS AND WHEN

REQUIRED OR IN EMERGENCY UNDER KUTCH-BHUJ (PANCHAYAT) ANNUAL BASIS DIST.KUTCH (Bhachau & Rapar)

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

1 9.01 Clearing and grubbing road land including uprooting rank vegetation 28455.09 Rupees Twenty Eight Hect.

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of Thousand Four Hundred

stumps of trees cut earlier and disposal of unserviceable materials (C) Fifty Five and Eight Paise

By mechanical means in area of light jungle. Only

2 55288.00 Scarifying & Removing bitumen Macadam surface including completely 41.60 Rupees Forty One and Sixty Sq.Mt.

removing out the entire existing bituminous Surface, stacking useful Paise Only

materials on road side and disposing off remaining stuff. Complete. As

per instruction in Charge Engineer.

3 19065.00 Box cutting the road surface to proper slope and camber for making a 109.24 Rupees One Hundred Nine Cum.

base for road work including removing the excavated stuff and and Twenty Four Paise Only

depositing on the road side slope as directed upto 50Mt.lead.

4 13352.36 Earthwork for embankment including breaking clods, dressing with all 180.87 Rupees One Hundred Eighty Cum.

lead and lift (including watering and consolidation) (B) From Borrow and Eighty Six Paise Only

area with in all lead.

5 22984.00 Earthwork in cuting in all sorts of soil and soft murrum including 134.47 Rupees One Hundred Thirty Cum.

conveying and spreading the stuff, embankment as and where directed Four and Forty Seven Paise

within 200meters from the end of the cutting with all required lead and Only

6 34538.20 Rolling and watering of earthwork in layers with power roller including 22.96 Rupees Twenty Two and Cum.

filling indepressions which occur during the process. Ninety Six Paise Only

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

7 3210.50 Providing and laying 100 mm Compacted of Specified quarry Spall in 686.80 Rupees Six Hundred Eighty Cum.

side shoulder including carraige of material and spreading on prepared Six and Eighty Paise Only

base including compacting as per MOST Specification etc... complete.

8 1800.00 Laying and spreading available soil in the sub-grade on a prepared 174.73 Rupees One Hundred Cum.

surface, pulverising, mixing the spread soil in place with rotavator with Seventy Four and Seventy

3 per cent slaked lime having minimum content of 70 per cent of CaO, Three Paise Only

grading with motor grader and compacting with the road roller at OMC

to the desired density to form a layer of improved sub grade

9 8297.91 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 1002.93 Rupees One Thousand Two Cum.

providing close graded B.T.M.C. material in single layer with motor and Ninety Three Paise Only

graderon prepared surface, mixing by mix in place method with

rotovator at OMC and compacted withvibratory roller 80 to 110 KN

static weight to achieve desire density etc completed.

10 2956.00 Providing and laying 100 mm compacted WBM of using B.T.M.C. metal 1370.18 Rupees One Thousand Cum.

of size 90mm to 45mm in layersincluding 27% stone screening 13.2mm Three Hundred Seventy and

size and 8% stone dustas filler, including spreading, watering and Eighteen Paise Only

cosolidation by vibratory roller as per MoRTH specifications etc.

complete as directed by Engineer-in-charge. (Grade-I)

11 7958.00 Providing and laying 100 mm compacted WBM of using B.T.M.C. metal 1249.37 Rupees One Thousand Two Cum.

of size 45mm to 63mm in layers including 16% Grit and 8% stone dust Hundred Forty Nine and

as filler, including spreading, watering and cosolidation by vibratory Thirty Seven Paise Only

roller as per MoRTH specifications etc. complete as directed by

Engineer-in-charge. (Grade-II)

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

12 792.75 Providing, Laying, spreading and compacting 250 mm thick graded 965.56 Rupees Nine Hundred Sixty Cum.

stone aggregates to wet mix macadam in two each layers (125+125) Five and Fifty Six Paise Only

mm as per MORTH 5th Revision specification as per clause

including premixing the material with water at OMC in mechanical mix

plant, 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 desired density.

13 136.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 659.99 Rupees Six Hundred Fifty Rmt.

with collars for culverts carrying heavy traffic as per IS 458-1991 Nine and Ninety Nine Paise

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

laying (to level or slopes) of class NP3 of following internal daimeters.(i)

14 136.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 1968.39 Rupees One Thousand Nine Rmt.

with collars for culverts carrying heavy traffic as per IS 458-1991 Hundred Sixty Eight and

specifications including setting the pipes in C.M. 1:2 watering and Thirty Nine Paise Only

laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 600mm dia.

15 3000.00 Providing, laying and rolling of built-up spray grout layer over prepared 325.22 Rupees Three Hundred Sq.Mt.

base consisting of a two layer composite construction of crushed Twenty Five and Twenty

coarse aggregates using motor grader for aggregates. Key stone chips Two Paise Only

spreader may be used with application of bituminous binder after each

layer, and with key aggregates placed on top of the second layer to

serve as a base, conforming to the line, grades and cross-section

specified, the compacted layer thickness being 75 mm as per Technical

Specification Clause

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

16 6565.83 Providing & laying Bituminous grout 37.50 mm thick with asphalt of 2729.65 Rupees Two Thousand M.T.

grade of VG-30 at the rate of 1.99% by weight of mix for mixing using Seven Hundred Twenty

B.T. Chips of required gradation including cleaning and heating asphalt Nine and Sixty Five Paise

premix materials by hot mix process in proper gradation and laying with Only

paver finisher and consolidation by roller of 8 to 10 tonnes including

cost of all materials, Asphalt, aggregates, labour Charges, royalty

charges etc.completed as directed. including flushing key aggregate

@0.13 Cum/10 Sq.m.

17 2803.00 Providing laying and rolling 25 mm thick open graded premixed 3038.98 Rupees Three Thousand M.T.

bitumineous carpet with B.T. aggregate as specified and using bitumen Thirty Eight and Ninety

(Grade VG-30) for mixing with agreegate at the rate of 3.36%i.e 33.60 Seven Paise Only

kg/M.T. of total mix including heating and mixing in drum mix plant and

spreading the same with paver finisher and consolidation with power

roller including necessary firewood, oil, lubricants, labour charges etc.

using contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specific

18 3732.20 Providing & Laying 50 mm Compacted thick Bituminous Macadam with 3334.97 Rupees Three Thousand M.T.

B.T. Aggregate as per MORT & H specification & Emulsion RS1 for tack Three Hundred Thirty Four

coat @ 2.5 Kg / 10 Sq.m. on B.T surface With Mechanical Sprayer & and Ninety Six Paise Only

Bitumen Grade VG-30 for mixing @ 35 Kg. / M.T. i.e. 3.5% of total

weight of mix including heating & mixing the aggregate & asphalt in

continuous batching mix plant and spreading the same by paver

finisher & consolidation with vibratory roller including providing all

materials equipments, tools & plants, fire wood, oil, kerosene, labour

charges etc. complete using contractor's own machinery drum mix

plant & paver finisher etc. complete.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

19 1561.52 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips 3557.52 Rupees Three Thousand M.T.

as per MORT&H gradation Type - A and Specification with bitumen Five Hundred Fifty Seven

grade VG-30 for mixing at the rate of 51.00 kg/M.T. of total weight of and Fifty One Paise Only

mix (i.e. 5.10 % of total wt. of mix) and mixing aggregate and asphalt by

drum mix plant and spreading the same by paver finisher including

rolling and consolidation with static roller and providing tools and plant

fire wood, oil, kerosene, labour charges using contractor own

machineries etc.

20 1442.00 Providing and laying seal coat with B.T aggregate as specified using 3291.12 Rupees Three Thousand M.T.

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 Two Hundred Ninety One

for mixing with aggregate at the rate of 4.5 % i.e 45.00 Kg/M.T of total and Twelve Paise Only

mix including heating and mixing in drum mix plant and spreading the

same by paver finisher and consolidation with Power roller including

necessary fire wood oil, lubricans ,labour charges using conractor's own

drum mixplant, machineries and equipment ,tools ( including flushing &

screened stone dust etc .complete in accordance with the requirement

of specification.

21 161.00 Providing and filling in foundation with ordinary Cement concrete M- 3327.08 Rupees Three Thousand Cum.

100 mix and providing necessary vertical pin headers including Three Hundred Twenty

formwork, vibrating, ramming and curing complete. Seven and Eight Paise Only

22 413.00 Providing & Casting in situ ordinary cement concrete M-250 mix with 5100.50 Rupees Five Thousand One Cum.

Trimix C.C Road laid as directed including temping, vibrating, finishing, Hundred and Fifty Paise

curing and filling in joints with bitumen etc as per Engineer Incharge. Only

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

23 56719.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 77.29 Rupees Seventy Seven and Kg.

bending, binding and placing in position complete upto floor two level Twenty Nine Paise Only

for temperature reinforcement.

24 19.00 Providing & Laying Pre Cast Concrete Box Drain 2500mm X 2500mm. As 106050.00 Rupees One Hundred Six Rmt.

per Drawing, laying in gradient/ Slop, laying on Road Site completed As Thousand Fifty Only

per Site. The product shall be made by using advanced precast

technology using high performance selfcompacting concrete of C40 /

M50 grade and Fe 500 D grade TMT steel reinforcement bar. The

product shall have a load carrying capacity of 5 Tonnes Wheel load for

heavy vehicle movement at road crossing including loading, Unloading,

Transportation and Installation.

25 720.00 Providing and laying Rubble with loading and unloading at site 495.74 Rupees Four Hundred Cum.

including packing & Filling as directed engineer in charge Ninety Five and Seventy

Four Paise Only

26 720.00 Providing and laying rubble for appron (each stone weighting not less 1083.81 Rupees One Thousand Cum.

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

quarry-spalls. Paise Only

27 800.00 Providing and fixing Hectometer as per I.R.C. type design including 356.50 Rupees Three Hundred Fifty No.

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

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

28 1400.00 Providing and fixing guard stone as per I.R.C. type design including 350.81 Rupees Three Hundred Fifty No.

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

29 3.00 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including 1935.15 Rupees One Thousand Nine No.

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

painting,lettering etc. complete (For N.H., S.H. and M.D.R.) Fifteen Paise Only

30 20.00 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 704.34 Rupees Seven Hundred Four No.

including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 and Thirty Four Paise Only

including painting,lettering etc. complete (For O.D. road V.R.)

31 20.00 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 1293.39 Rupees One Thousand Two No.

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

including letter and paints etc. complete (For N.H., S.H. and M.D.R.) Thirty Nine Paise Only

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

32 100.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of 3808.66 Rupees Three Thousand No.

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per Eight Hundred Eight and

design of IRC-67-1977. Pre treated with phospheting process & acid Sixty Six Paise Only

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.(A)

Engineer Grade(VR)

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

33 100.00 Cautionary Warning Sign :-Providing and fixing sign boards made out of 3906.19 Rupees Three Thousand No.

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 Nine Hundred Six and

x 90 x 90 cms. equilateral triangle as per design of IRC-67- 2012. Pre Nineteen Paise Only

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; 3.6mtr long stand post of Iron Angle 75 x 75 x

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

suitable size iron angle of 35 x 35 x 3mm; painted with 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 7 years for the Retro reflective

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

34 20.00 Village name/ Bump Ahed sign :-Providing and fixing sing boards made 5045.37 Rupees Five Thousand Forty No.

out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the Five and Thirty Seven Paise

design of IRC-67-1977 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 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 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

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

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

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

35 20.00 Village name Sign :-Providing and fixing sign boards made out of 2mm 6397.44 Rupees Six Thousand Three No.

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 Hundred Ninety Seven and

cms. rectangular as per design of IRC-67-2012. Pre treated with Forty Four Paise Only

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; 3.3mtr long stand post

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

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

painted with bestquality epoxy coatings in black and white bends. the

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

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

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

excavation, curing etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflec ve shee ng fr

36 15.00 Providing and fixing Junction board of M.S. plates and angles as per 5236.70 Rupees Five Thousand Two No.

standard I.R.C. design including fixing in C.C. 1:4:8 with necessary Hundred Thirty Six and

excavation painting figuring and lettering on board etc. complete. Seventy Paise Only

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

37 20.00 Citizen's information Board Providing and fixing of typical MMGSY 23839.03 Rupees Twenty Three No.

information board as per instruction.Two MS plates of 1.6 mm thick,of Thousand Eight Hundred

900 mm x 750 mm size fixed at top and bottom duly welded with MS Thirty Nine and Three Paise

angles of 25 x25 x 5 mm thick M.S. plate shall be welded by welded bt Only

two vertical M.S.flats & four horizontal M.S. flates 5 mm thick to 75 mm

x 75 mm of 12 SWG square tubes posts duly embedded in cement

conctrete M-15 grade block of 600 mm x 600 mm x 75 mm,below

ground level.Painting New letters & figure of any shade with ready

mixed synthetic enample paint of superior quality in required shade

and colour,All sections of framed posts and steel tube will be painted

with primer and two coars of epoxy paints as per drawings clause

and Annexure 17001 (10.16)

38 80.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2423.74 Rupees Two Thousand Four No.

aluminium sheet; size 90 x 30cms. rectangle as as per the Hundred Twenty Three and

design/drawing attached (IRC) pretreated with phospheting process & Seventy Four Paise Only

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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

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

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

39 80.00 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 3518.69 Rupees Three Thousand No.

mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size Five Hundred Eighteen and

90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with Sixty Nine Paise Only

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; 1.8mtr 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 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

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 reflec ve shee ng from original manufactu

40 120.00 Chevron Board on Curve Providing and fixing sign boards made out of 4681.35 Rupees Four Thousand Six No.

3 mm aluminium sheet, size 60x45cms. rectangle pre treated with Hundred Eighty One and

phospheting process & acid etching. coated with one coat of epoxy Thirty Five Paise Only

primer and two coats of best quality epoxy paint reflectorised with

retro sheeting as per latest M.O.S.T. Specifications ; 2.1m long stand

post of 50 mm dia. M.S.Pipe and frame may fabricated either from iron

angle of 35 x 35 x 3mm as required, painted with best quality epoxy

coating 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

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

41 40.00 Supply & fixing logo board of MMGSY diamond size (600mm x 600mm) 17533.60 Rupees Seventeen No.

16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick M.S Thousand Five Hundred

plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size Thirty Three and Sixty Paise

including fitting and painting lettering with luminous color as per Only

42 11.00 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 2053.33 Rupees Two Thousand Fifty No.

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & Three and Thirty Three

lettering with ordinary paint colour as per instruction of engineer in Paise Only

43 950.00 Providing Crash Barrier including ISMB 15x75x5 mm Size 2.0 meter C/C 2170.49 Rupees Two Thousand One Rmt.

in Length and W Shape GI 3 mm plate in Single Row including providing Hundred Seventy and Forty

Foundation block of Size 0.45 x 0.45 x 0.06 in 1:2:4 for CC Work etc… as Nine Paise Only

per detailed drawing providing and fixing with nuts and bolts welding as

required and one coat of redoxide and two coat of approved oil Paint &

sticking reflective sticker Red/ Yellow radium etc. complete.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

44 4638.50 Road marking with hot applied thermoplastic paints with reflectorising 367.73 Rupees Three Hundred Sixty Sq.Mt.

glass beads on bitumin surface providing and laying a hot applied Seven and Seventy Three

thermoplastic compound 2.5 mm thick including reflectorising glass Paise Only

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be min

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 criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

It.No. Estimated Item Rate In Unit Amount

Quantity may be Figure Words

45 200.00 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markersmade 217.41 Rupees Two Hundred No.

of polycarbonate and ABS moulded body and reflective panelswith Seventeen and Forty One

Micro prismatic lens (No Glass bead lens) capable of providingtotal Paise Only

internal reflection of the light entering the lens face and shallsupport a

load of 13635 kgs. tested in accordance to ASTM D 4280Type H and

complying to Specifications of Category A of MORTHCircular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,width and

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

minimum reflective area of 13 Sqcm on each side and the slopeto the

base shall be 35 +/- 5 degree. The body of the marker shouldhaving

finger grip for easy and accurate placement and applicationwith epoxy

/ bituminous Adhesive as recommended by themanufacturer of the

marker. The color of the marker should be asper the IRC 35-2015 and

as directed by Engineer-in-charge.

(A) Total Tendered amount Rs.

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

(C) Net tendered amount( A-B ) Rs.

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quotaed inclusive of clearance of sight (prior to commencement of work and at its close) in all respect and hold good

for work under all conditions , sight, moisture, weather etc

3 one percent labour cess will be deducted from the valued work done as per ' Bulding and other construction work welfare

cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Executive Engineer,

Signature of the Contractor. Panchayat R & B Division.