Bridge Work

NAME OF WORK :- CONSTRUCTION OF HIGH LEVEL (NEW) BRIDGE ACROSS KANAI KHADI ON ERU CHAR RASTA-ABRAMA-

AMALSAD ROAD CH-4/8 TO 26/00 (W.S.10/200 TO 10/400) (SH) IN DIST. NAVSARI IN STATE OF GUJARAT.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

1 Diversion of watercourse / providing cofferdam and bund 1.00 Job 6333326.20

or island ,floating platform (Pontoon) , 'Z' section MS

sheet piles ,Water pumping,for foundation and

maintaining the same for the period as may be necessary.

2 Demarkation of road alingment including marking out 1.60 Km. 2706.50

road line by providing and fixing wooden pegs or steel rod

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

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

including supplying of labours and all materials for every

work etc. complete.

3 Providing flood gauge marks on substructure as per 9.54 Rmt 156.53

design including painting complete.

4 Providing masonry steps with cement pointing on 85.17 Steps 229.91

approaches as directed .

5 Providing and filling sand inside abutment and between 8037.70 Cu.m. 552.22

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 2731.00 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each disposited layer by

ramming and watering.

7 Excavation for foundation in sand , gravel , clay soft soils

& murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated stuff

(A) Depth upto 3.0 M. 5803.00 Cu.m. 513.62

8 Empty boring through all sorts of strata for providing 1.5 888.00 Rmt 7329.25

Mt. diameter R.C.C. bored piles to required depth required

depth including providing necessary casing pipe with all

plants and equipments as required complete.

9 Providing 8 mm thick steel liner for piles including 74.60 MT 47323.73

fabricating and setting out as per detail drawing as

10 Providing and laying controlled cement concrete of M 35 1572.40 Cum 4962.13

for R.C.C. bored piles of 1.5 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

11 Providing and fixing in position Fe 550D bar, for R.C.C. 314.50 MT 81120.33

bored piles as per detailed drawing, including cutting,

bending, hooking, tying and welding complete and

including forming the cage and lowering it in position.

12 Static Load testing of foundation piles including loading 2000.00 MT 187.38

with necessary kentledge or any other suitable method as

directed with all arregement & equipment reqired..

Bill of Quantity

Item of work Quantity Unit Rate In Amount

13 Dynamic Load testing of foundation piles including loading 2.00 Nos 35767.11

with necessary kentledge any other suitable method as

directed with all arregement & equipment reqired.

14 Conducting Pile low strain integrity test as per ASTM D 28.00 Nos 1212.00

5882- 96 code of American Society for Testing on cast -in

situ RCC pile of 1500 mm diameter inclusive of analysis

with all contractor's equipment, manpower, site

preparation, lead and lifts etc. complete as per standard

procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and

consumable required & Mobilization of equipment

15 Providing & filling in foundation as base course with 571.40 Cum 3674.38

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

16 Providing and casting in-situ controlled cement concrete 798.40 Cum 5137.87

of M 35 For R.C.C. pile cap including necessary form

work vibrating, curing and finishing complete.

17 Providing and fixing in position Fe 550D bar, for R.C.C. 406.40 MT 81325.80

bored Pile Caps & (A) Pier.(B) Abutment & Return walll .

(C) Abutment cap and dirt wall ,(D) Pier cap,(E) Pedestall

& seismic arrester,(F) Inspection Platform as per detailed

drawing, including cutting, bending, hooking, tying and

welding complete and including forming the cage and

lowering it in position.

18 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers and abutment ,return

wall,retaining wall as per drawing including centering

shuttering scaffolding where necessary laying vibrating

curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 2742.00 Cum 5477.23

(B) Height from 5.0 M to 10.0 M 119.00 Cum 5797.40

19 Providing and fixing in position fully moulded restrained 516096.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

20 Providing and casting in situ controlled cement concrete 180.00 Cum 5875.17

of M 35 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

21 Providing and casting in situ controlled cement concrete M- 489.20 Cum 9235.12

45 for P.S.C. work in superstructure including Launching

by launcher, centering, shuttering scaffolding, ramming,

vibrating curing and finishing complete. (A) I-Beam and

Deck slab type of superstructure (II) Main and cross

22 Providing and fixing in position to exact profile high 18.70 MT 72402.66

tensile steel wires of required ultimate strength including

bending, cutting, tying providing necessary standard and

anchorages, sheathing, stressing, grouting, ducts as per

detailed drawing including necessary plant and machinery

23 Providing and fixing in position Fe 550D bar, including 80.80 MT 82181.57

cutting, bending, hooking, and tying complete as per

detailed drawing. (I) I Beam with Deck slab (II) Main and

24 Providing and casting in situ controlled cement concrete 81.70 Cum 5631.76

of M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and

filling in joints with bitumen complete.

25 Provision of an Reinforced cement concrete crash barrier 164.00 Rmt 10219.18

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

Fe-550D with fusion bonded Epoxy coating reinforcement

conforming to IRC:21 and dowel bars 25 mm dia,

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

June 1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as specified

as per drawing attached.

26 Providing and erecting a 'W' metal double beam crash 146.40 Rmt 6286.24

barrier for bridge, comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground

level,fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m center to center, 1.8 m high, 1.1 m

below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm to

IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

27 Providing G.I. 100 mm. diameter water spouts including 30.00 Each 536.03

necessary iron gratings as per drawings.

28 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.

29 Providing and casting in situ controlled cement concrete 40.00 Cum 5410.57

of M 35 for approach slab including form work curing and

finishing complete.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

30 Providing and fixing in position Fe 550D bar, including 16.50 MT 80710.13

cutting, bending and tying complete as per detailed

drawings.(A) R.C.C. Approach slab & Gap slab B) Wearing

31 Modular Strip / Box Seal Joint (Providing and laying of a 44.00 Rmt 2057.37

modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by

the manufacturer/supplier or their authorised

representative ensuring compliance to the manufacturer's

instructions for installation.)

32 Providing and laying Filter Media 600mm Thick directed at 212.00 Sqm 1279.96

the back of Abutment, return and wing walls as per

detailed specification.

33 Providing & laying weep hole in Abutments, and returns 1829.00 Each 87.07

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

34 Providing and laying of Extruded Bioaxial Polypropylene 2065.00 Sqm 249.29

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie strips,nuts

& bolts and loops/lugs for joining reinforcing elements

with the facia ,pannels and overlaps and other protective

elements as per detailed specification.

35 Providing fusion bonded Epoxy coating not less than 175 341.00 MT 10162.62

micron thickness and up to 300 micron to reinforcement

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

of coating at plant and all taxes (A) 10mm to 16mm dia

36 Providing fusion bonded Epoxy coating not less than 175 478.00 MT 7296.24

micron thickness and up to 300 micron to reinforcement

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

of coating at plant and all taxes (B) 20mm to 32 mm dia

37 Carrying out load test of super structure as directed 400.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

38 Steel work, welded in built up sections framed work 12.00 MT 91084.83

inpection platform, ladder including cutting, hoisting,

fixing in position and applying a priming coat of red lead

paint. (A)In beams and joists,channels angles Tees, flats,

with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters,purlins conneted to

common rafters and the like

Bill of Quantity

Item of work Quantity Unit Rate In Amount

39 Painting two coats (excluding priming coat) on new steel 500.00 Sqm 66.94

and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

40 Clearing and grubbing road land including uprooting rank 0.40 Hectare 28455.09

vegetation , grass , bushes , shrubs , saplings and trees

of girth upto 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (I) By

Mechanical means in area of light jungle.

41 Earth work for embankment having sulphate express as 139.00 Cum 337.34

SO3 shall be less than 0.5% and having CBR>5% &

Free Swell index < 50% 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 depressing which occur

during the process using Vibratory roller 8T to 10T.

42 Removing of existing bituminous layers up to required 167.00 Cum 631.56

width and depth by using Cold milling machine including

hauling and stock piling excavated material as and where

directed etc. complete.

43 Construction of 150 mm thick compacted coarsed 561.00 Cum 875.27

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

below @ 30 % ) including spreading in uniform layer 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 etc.

44 Construction of compacted coarsed granular subbase 150 561.00 Cum 1063.53

mm thick (Grade-III crushed B.T materials of 9.5 mm to

,Below 2.36 mm @ 52.5 %) by providing close graded

material , mixing in a mechanical mix plant at

OMC,carriage of a mix material to work site, spreading

uniform layers with motor grader on prepared surface and

compacting with vibratory power roller to achieve desire

density , complete clause as per

45 Providing and laying wet mix base course macadam 250 935.00 Cum 955.46

mm in two layer (125 mm each layer) using machine

crushed chips as per required gradation mixing with

required optimum quantity of water conveying the mix to

site and spreading to grade and camber with mechanical

paver consolidation by vibratory roller including material,

labour, plant and machinery and equipment etc.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

46 Providing and laying 65mm thick DBM in Single layer 559.00 MT 4512.68

using crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

2.5 kg / 10 sqmt and the VG 30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by hot mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete

47 Providing and laying 30 mm Bitumen concrete using 310.00 MT 5055.05

crushed stone aggregate BT chips as per required

gradation and using the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by hot mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete.

48 Providing and applying priming coat with emulsion SS1 4295.00 Sqm 94.14

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating and applying

49 Providing and applying tack coat with emulsion RS1 grade 557.00 Sqm 23.84

at the rate of 3.0 kg/ 10 Sq.mt. including cost of asphalt

and preparing the surface heating, and applying etc.

50 Mastic Asphalt (Providing and laying 25 mm thick mastic 557.00 Sqm 803.35

asphalt wearing course with paving grade bitumen

meeting the requirements given in table 500-39, prepared

by using mastic cooker and laid to required level and

slope after cleaning the surface, including providing

antiskid surface with bitumen precoated fine-grained hard

stone chipping of 13.2 mm nominal size at the rate of

0.005cum per 10 sqm and at an approximate spacing of

10 cm center to center in both directions, pressed into

surface when the temperature of surfaces not less than

1000C, protruding 1 mm to 4 mm over mastic surface, all

complete as per clause 516.)

Bill of Quantity

Item of work Quantity Unit Rate In Amount

51 Road marking with hot applied thermo plastic paints with 15.00 Sqm 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@ 250 gms 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 sreaks and

holes. zebra patta/bump patta lane/center line/edge

line/cut patta. The white color marking should provide

liminance coefficent on cement road shall be min

130mcd/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 criteria for

night time reflectivity,wet reflectivity and skid resistnce as

mentioned in the section 15 of IRC35-2015. warrenty for

retro reflectivity shall be two years

52 Providing and laying of Plastirib - T or equivalent raised 1587.00 Each 827.19

profile edge line marking (audible warning ) with hot

applied thermoplastic road marking compound according

to IRC 35 - 2015, Clause 7.7, with 2mm thick base coat

layer above that ribs profile size of lenght 40mm X width

140mm X Height 6 mm thick ( Total 8 mm thick ) at the

distance of 500 mm between two ribs including

reflectorizing glass beads @ 250 gm/ sq.mt area. The

minimum and maximum width of raised profile should be

150 mm. The thickness of 8 mm profile should be

exclusive of surface applied glass beads. The finished

surface to be levelled, uniform and free from streaks and

holes, to be applied on edge lines.

53 Direction (Junction) Sign :-Providing and fixing sign 1.00 Each 26572.09

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

(Aluminum composite Panel); size 244x122

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; 4.0mtr 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 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

block of 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

Bill of Quantity

Item of work Quantity Unit Rate In Amount

54 Chevron sign :-Providing and fixing sign boards made out 10.00 Each 4681.35

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 retrorefiectivesheeting 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

55 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Each 3666.30

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 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; 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

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

Bill of Quantity

Item of work Quantity Unit Rate In Amount

56 Regulatory / Mandatory Sign :-Providing and fixing sign 7.00 Nos 4618.73

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

(Aluminum composite Panel); size 60 cms 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

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

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

57 Supply and Apply Rumbble Strips Road marking with hot 38.00 Sqm 2064.44

applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 8mm 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.

58 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 160.00 Each 326.23

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 D 4280 Type H

and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06.

1997. The height, width and length shall not exceed

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.

59 Providing and fixing pre-cast concrete kerb stone of gray 35.00 Rmt 394.59

cement based concrete block 30cm length,30cm height

and 15cm thick of M20 grade concret as per approved

design and including excavation for fixing in proper line

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

sand) etc complete.

60 Providing and laying - Fitter Media 600mm thick directed 1286.00 Cum 782.00

at the back of retaining walls as per detailed

specifications.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

61 Gabian Structure (Providing and construction of a gabain 1600.00 Cum 1560.45

structure for retaining earth with segments of wire crates

compartments by cross netting, made from 4 mm Zinc

coated steel wire @ 32 kg per 10 sqm having minimum

tensile strength of 300 Mpa conforming to IS:280 and

galvanizing coating conforming to IS:4826, woven into

mesh with double twist, mesh size not exceeding 100 x

100 mm, filled with boulders with least dimension of

mm, all loose ends to be tied with 4 mm Zinc coated

62 Supplying and laying of mechanically bonded 500.00 Sqm 82.82

polypropylene non woven geotextile (250gsm) as filter

media behind gabion units, Beneath the mattress and

application as per MoRTH 700 Type-I geotextile. The

width of geotextile roll shall not be less than 4.5 m, at

easily accessible location including top and bottom, with

all leads and lifts, manpower and machinery, materials,

labour etc. complete and as directed by Engineer - In -

63 Providing and erecting a 'W' metal beam crash barrier for 921.00 Rmt 4154.13

approach, comprising of 3 mm thick corrugated sheet

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

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

spaced 2 m center to center, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to confirm to

IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause

Total Bill of Quantity

In Words :- Fifteen Crores Sixty Eight Lakhs Twenty Two Thousand Five Hundred Forty Eighty

and Paisa Twenty Six Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 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.

Note 2 :- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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 i.e. 6176/- per mt. mentioned in

all the tender.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer

Note 6 :- An amount of Rs. 1,07,293.00 ( Rs. One Lac Seven Thousand Two Hundred Ninety Three Only ) towards estimated credit value of

dismentaling shall be recovered from the 1 ST R.A. Bill of this work irrespective of the quantity actually received on site.

Above all Iteams of "BILL OF QUANTITIES" with Item Description,Unit,Rate & Amount have verificed by me and Found.

Deputy Executive Engineer Divisional Account Executive Engineer

Navsari (R & B) Sub Division Navsari (R & B) Division Navsari (R & B) Division

Navsari Navsari Navsari