Construction of Major Bridge at Existing Causeway on Nani-Mangoi Moti Mangoi Pani vasna RoadCH.1/800,Ta.De.Bariya Dist. Dahod

Name of Work : Construction of Major Bridge at Existing Causeway on Nani-Mangoi

Moti-Mangoi Panivasna Road CH. 1/800, Ta. De. Bariya Dist. Dahod

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

1 Carry out alignment survey work by total station including

marking of centre line of the bridge and approach road and

various other component structures, taking ground levels and

details of existing structures within 40m from centre line,

providing and fixing necessary reference pillars, establishing 1.00 Nos 29037.50

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

Engineer-in-charge as directed.

2 Dismantling the existing structure including removing and

stacking with All lead & Lifted dismantled materials as and 1080.00 Cum 952.51

where directed. (A) R.C.C. Work

3 Excavation for foundation in sand, gravel, clay soft soils and

murrum etc. including shoring, strutting dewatering as

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

Depth upto 3.0 M. and lead upto 100m for 10 Cum.

4 Empty boring through all sorts of strata for providing 1.20 Mt.

diameter R.C.C. Bored piles to required depth required depth

including providing necessary casing pipe with all plants and

equipment as required complete.

5 Providing steel liner for curbs and steining for wells including

fabricating and setting out as per detailed drawing as directed. 15.00 MT 47323.73

6 Providing and laying controlled cement concrete M-300 grade

in RCC bored piles of diameter as below with 20mm down

coarse aggregate of the required size for any depth including

ramming, vibrating, curing, finishing, transportation of

required plant and machineries, with all required plants & 751.00 Cum 4796.46

machineries, etc., all as per specifications and drawing.

(Excluding reinforcement, initial pile load test, routing load

test and M.S. Liners but including temporary liners if required).

7 Load testing of foundation piles including loading with

necessary kentledge or any other suitable method as directed. 750.00 MT 187.38

8 Conducting low strain pile integrity testing on RC Bored

Foundation Piles using Pile Integrity tester equipment by Pile

Dynamics Inc. of USA of TNO of Netherland or Equivalent that 40.00 Nos 601.08

confirms to ASTM D

9 Providing and casting-in-situ ordinary cement concrete M-150

for R.C.C. Raft and cut-off walls including necessary shuttering 142.00 Cum 3651.84

laying, vibrating, ramming and curing complete.

10 Providing and casting-in-situ controlled cement concrete of M-

300 grade for RCC work for Pile cap etc with 20mm down

coarse aggregate of the required size for any depth including

dewatering, scaffolding / 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.

11 Providing and fixing in postion TMT Fe 550D Corrosive

Reinforcement Steel (CRS) bars of various diameter for all RCC

works in piles, pile caps and foundation as per detailed design

& drawing and schedule including cutting, bending, hooking

the bars, binding with 18 SWG GI wires or tack welding (Only 136.00 MT 77515.66

for piles) and 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.

12 Providing and casting in situ controlled cement concrete M-

300 for R.C.C. return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating, 140.00 Cum 5332.62

curing and finishing complete.(1) Piers (2) Abutment (3) RCC

13 Providing and casting-in-situ controlled cement concrete M-

300 for R.C.C. work in pier cap, abutment cap and dirt wall

including controlled cement concrete M-300 bed blocks or

pedestals of required size below bearings as per detailed 136.00 Cum 5306.21

drawings, centering, shuttering, scaffolding, wherever

necessary, laying vibrating, curing and finishing complete.

14 Supplying fitting and fixing in position true to line and level tar

paper bearings confirming to IRC : 83 Part 2 section IX and

Clause 2005, of Morth Specifiactions complete including all 97.00 Sqm 80.80

accessories as per drawings and specificaions.

15 Providing and laying weep hole in abutment and returning by

using A.C. pipes of 100mm diameter including laying in proper

grade and joining etc. complete as per detailed specification.

16 Supplying and laying high strength flexible geogrids (HSFG) as

soil reinforcement / basal reinforcement as per MORTH

and IRC 113, made of high tenacity polyester core with

polyethylene coating with minimum Long Term Design 76.00 Sqm 420.16

Strength (LTDS) of more than 50% of ultiMate tensile strength

at 30 degree Celcius corresponding to 12 % strain etc.

complete and as directed by Engineer - In - Charge.

17 Supplying & laying of drainage composite for use behind walls,

between two different fills, alongside drains of road, below

concrete lining of canals etc. Geocomposite for planar

drainage, realized by 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 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 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 in charge.

18 Providing and filling sand behind abutments and between

returns in layers as directed. 146.00 Cum 478.82

19 Providing and fixing in postion TMT Fe-550D Corrosive

Reinforcement Steel (CRS) bars of various diameter for all RCC

works in Abutment cap & Dirt wall, Pier Cap as per detailed

design & drawing and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires or tack 43.00 MT 77515.66

welding (Only for piles) and 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.

20 Providing and casting in situ controlled cement concrete M-

300 for R.C.C. solid slab including centering, scaffolding, curing 650.00 Cum 5455.94

and finishing complete.

21 Providing and casting-in-situ controlled cement concrete M-

300 for approach slab including formwork curing and finishing 23.00 Cum 5263.99

22 Providing and casting in situ controlled cement concrete M-

400 for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete

23 Providing and fixing in postion TMT Fe 550D Corrosive

Reinforcement Steel (CRS) bars of various diameter for all RCC

works in superstructure as per detailed design & drawing and

schedule including cutting, bending, hooking the bars, binding

with 18 SWG GI wires or tack welding (Only for piles) and 141.60 MT 77515.66

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.

24 Providing and fixing in position Mild steel dowel bars in

piercaps or abutment caps for anchorage in fixed end as per

detailed drawings including cutting, bending and welding 48.00 Nos 341.29

25 Providing and fixing in position Mild steel dowel bars in

piercaps or abutment caps for anchorage in free end as per

detailed drawings including cutting, bending and welding 48.00 Nos 399.70

26 Reinforced Cement Concrete Crash Barrier (Provision of an

Reinforced cement concrete crash barrier at the edges of the

road, approaches to bridge structures and medians,

constructed with M-400 grade concrete with TMT Corrosive

Reinforcement Steel (CRS) conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at expansion joints filled with

pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as

27 Providing and applying one coat Epoxy Phenolic primer of DFT

50 micron and two coats of Epoxy Phenolic coating of DFT

microns each or any other equivalent epoxy coating system to

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).

28 Providing Yellow and Black Patta three coats including

distempeing three coats with oil bound distemper of

approved brand and manufacture and of required shade on

wall surfaces to give an even shade, over and including a

priming coat with distemper primer of approved brand and 1266.00 Sqm 84.82

manufacture after thoroughly brushing the surface free from

mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth as per

instruction of Engineer Incharge.

29 Providing and Fixing RCC M-300 architecture pylons at end of

Approach structures including all materials, labour, Fe-550D

TMT CRS reinfocement laying ,ramming,curing etc. Complete 3.00 Cum 5333.33

as per detailed working drawing M 250 - for architecture

pylons at end of approach.

30 Providing and placing in position Corrosive Reinforcement

Steel (CRS) Fe500D bar including cutting, bending, hooking,

and tying complete as per detailed drawing.(B) T-Beam and 0.30 MT 77515.67

Deck slab type of superstructure (I) Deck slab (II) Main and

31 Providing P.V.C. 100 mm diameter water spouts including

necessary iron gratings as per drawings. 40.00 Nos 159.37

32 Providing and laying Double walled corrugated pipes(DWC) of

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

fittings and necessary connecting accessories of same material

at required depth for laying table below Crash Barrier etc. 192.00 Rmt 205.03

Complete as per specs and as directed by Engineer-In-Charge.

33 Providing and carrying out load test on bridge deck with

simulated loading including provision, placing and removal of

loading, supplying, fixing and removing deflection measuring

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.

34 Providing Pre-moulded asphalt filler joints as per drawings.(A)

35 Providing and fixing marble slab including engraving and

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

36 Providing flood gauge marks on substructure as per design

including painting complete. 10.00 Rmt 166.90

37 Cat Eye / Road Stud/RPM: Supplying Raised Pavement

Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead

lens) capable of providing total internal 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 786.00 Nos 217.40

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.

38 Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

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

density including filling the depression which occur during the 469.00 Cum 176.42

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

within 2.0KM. lead

39 Granular earth filling in approach (As per MOSRT&H section

3100) including laying of earth as per Sp. For compaction in

layers of 250 mm thick loose layers and dressing (as per

MOSRT&H Sp. Cl. 303.3.5) by mechanical means using motor

grader including watering the earth to bring the earth upto

required OMC including rolling with the use of vibratory roller

when earth is at suitable moisture content with desired field

density (Modified proctor test) The material for filling shall

confirm to IRC Highway Research Special Report No-16

40 Providing and casting in situ controlled Cement Concrete M-

300 for R.C.C. Raft and cutt-off walls including necessary 645.00 Cum 5471.74

shuttering laying, vibrating, ramming and curing complete.

41 Providing and casting-in-situ ordinary cement concrete M-200

for R.C.C. Raft and cut-off walls including necessary shuttering 36.00 Cum 4460.60

laying, vibrating, ramming and curing complete.

42 Providing and laying Pitching on slopes laid over prepared

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

embankment complete as per drawing and Technical 137.00 Sqm 1051.41

specifications - Stone Boulders

43 Providing and laying - Fitter Media 600mm thick directed at

the back of abutments, returns and wing walls as per detailed 134.00 Sqm 1268.86

44 Construction of Subgrade and Earthen Shoulders

(Construction of subgrade and earthen shoulders with

approved material obtained from borrow pits with all lifts &

leads, transporting to site, spreading, grading to required 1046.00 Cum 191.90

slope and compacted to meet requirement of table No. 300-2)

45 Construction of Granular Sub Base (GSB) by providing coarse

graded material of grading-II, spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with 419.00 Cum 1279.58

vibratory roller to achieve the desired density, complete as

per MORTH specification.

46 Providing, Laying , spreading and compacting graded stone

aggregates to Wet Mix Macadam 250 mm compacted thick

(In Two Layers of 125 mm thick ) as per MORT & H

specification including premixing the material with water at

OMC in mechanical mix plant, carriage of mixed material by 467.00 Cum 1294.42

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.

47 Providing and laying 55mm D.B.M. with B.T. Aggregate as per

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

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

) for mixing @ 45.00 Kg./MT. ie. 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 full width 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

48 Providing and applying evenly Tack coat with bitumin

Emulsion (RS1) on prepared surface of granular base including

cleaning of road surface and spraying primer at the rate of 2091.00 Sqm 13.64

2.50kg/10Smt using mechanical means

49 Providing and laying 40 mm thick Bituminous concrete on

existing bituminous surface and using specification graded

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

total mix as per specification MORTH including mixing of

asphalt with B.T. chips in continuous batch mix plant

transporting same as by full width paver finisher and 93.00 MT 4125.85

consolidation the same with pair of 9 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 Providing and fixing guard stone as per I.R.C. type design

including white washing etc. complete.(ii) Fixing in C.C. 1:5:10. 4.00 Nos 350.80

51 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads@ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds

as per IRC:35- 2015. The finished surface to be level, uniform

and free from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color markIng 64.00 Sqm 367.72

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.

52 Village/Bridge Name Sign :- Providing and fixing sign boards

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

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

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

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

of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro 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 2.00 Nos 6313.51

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 Distance Informatory / Destination Sign :- Providing and Fixing

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

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

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

phospheting process & acid etching; Coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;

reflectorised with Micro Prismatic Grade retro

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

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

fabricated from suitable size iron angle of 50 x 50 x 5mm ; 4.00 Nos 20918.11

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 Regulatory / Mandatory Sign (Speed Limits):- Providing and

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

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

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

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

and two coats of best quality epoxy paint ; reflectorised with

Micro Prismatic Grade retro 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 6.00 Nos 4618.73

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

55 Diversion Ahead Sign :-Providing and fixing sign boards made

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

composite Panel); size 180x60 cms. rectangular as per design

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

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

of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2

Nos.) of 50 x 50 x 5mm / 50NB 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 8.00 Nos 10671.66

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

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

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

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

treated with phospheting process & acid etching; coated with

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

paint ;reflectorised with Micro Prismatic Grade retro

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 30.00 Nos 4681.35

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

57 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as

per M.O.R.T.&H. gradation) & bitumen grade 60/70 for mixing

at the rate of 5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix &

with michenical sprayer including heating & mixing in drum

mix plant & transporting mix material & spreading the same

with paver finisher & consolidation with vibratory roller of 8 52.00 MT 3585.57

tone to 12 tone & flushing sand or stone dust at the rate of

0.03 Cum./10 Sqm. including cost of fuel, hire charges, wood,

kerosene, labour charges etc. & with contractor's own

machinery & plant including supplying etc. complete.

58 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts including setting and

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

slops of I.S. 458 / 1971 Class NP4 of following internal 300.00 Rmt 6621.26

(iv) 1200 mm dia.

In Words: Five Crore Seventy One Lakh Seventy Four Thousand Two Hundred Seventy Nine Rupees And Eighty Seven

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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change

as per actual mix design the cost of difference of cement consumption have been deducted from the rate of

original item at the rate of input rate mentioned in all the tender.

5 The amount of dismentalled credit materials at Rs. 3788835.13 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost before execution as directed

and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Division Panchayat (R&B) Division

Devgadh Bariya Dahod