Construction of Major Bridge on Khalta-Garbdi to Dhacha Faliya Road, Ta. Dhanpur, Dist. Dahod (Reinvite 2nd Attempt)

Name of Work : Construction of Major Bridge on Khalta- Garbdi to Dhacha Faliya

Road, Ta. Dhanpur, 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 Job 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 120.00 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) 6618.00 Cum 523.28

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. 22.00 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 43.00 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

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, 488.00 Cum 4997.25

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

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

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, 84.00 Cum 5649.34

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

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 104.00 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. 130.00 Nos 49.25

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 378.00 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 168.00 Sqm 831.23

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

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. 114.00 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 welding 34.00 MT 77515.66

(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

20 Providing and casting in situ controlled cement concrete M-

300 for R.C.C. solid slab including centering, scaffolding, curing 650.00 Cum 4724.92

and finishing complete.

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

300 for approach slab including formwork curing and finishing

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 95.00 Cum 5564.41

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

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 specified).

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. 1427.00 Sqm 344.06

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 manufacture after 958.00 Sqm 84.82

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. 230.00 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 and fixing metal expansion joints as per drawings.

Details of expansion joint 50 x 50 x 6mm size two IS and 100 x

6mm MS plate with 6 x 20 x 25mm long hold fast @ 50 cm / cc

on both sides of expansion joints.

35 Providing and fixing marble slab including engraving and

painting complete. (i) Size 75cm x 60cm x 4cm. 2.00 Nos 1012.65

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 13244.00 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 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 125.00 Rmt 6621.26

(iv) 1200 mm dia.

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

200 for R.C.C. Raft and cut-off walls including necessary 448.00 Cum 4021.88

shuttering laying, vibrating, ramming and curing complete.

40 Granular earth filling in trenches (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 4795.00 Cum 382.79

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

41 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 708.00 Sqm 1051.41

specifications - Stone Boulders

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

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

43 Providing and laying rubble for appron (each stone weighting

not less than 40Kg.) including and packing and filing in the 414.00 Cum 1004.98

interestices with quarry-spalls.

44 Providing and casting-in-situ ordinary cement concrete M-300

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

laying, vibrating, ramming and curing complete.

45 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 26607.00 Cum 176.42

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

within 2.0KM. lead

46 Providing and Casting in situ controlled Cement Concrete M-

300 for R.C.C. Trimix Road including necessary shuttering 400.00 Cum 4879.51

laying, vibrating, ramming and curing complete.

47 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 slope and compacted to 5913.00 Cum 191.90

meet requirement of table No. 300-2)

48 Providing , laying and spreading 150 mm Granular sub base

(Grade-I) by providing close graded B.T.M.C. material single

layer with motor graderon prepared surface, mixing by mix in

place method with rotovator at OMC and compacted with 1452.00 Cum 2074.31

vibratory roller 80 to 110 kn static weight to achive desire

density etc. completed.

49 Providing and laying compacted WBM of Grading-I MCBT metal

of size 63 mm to 45 mm in required layers including using 16%

stone screening 13.2mm size and 8% stone dust as filler 2150.00 Cum 2028.08

including spreading watering & consolidation by vibratory

roller etc. as per MoRTH

50 Providing & laying Bituminous grout 37.50 mm thick with

asphalt of grade of VG-30 at the rate of 1.99% by weight of mix

for mixing using B.T.Chips of required gradation including

cleaning and heating asphalt premix materials by hot mix

process in proper gradation and laying with paver finisher and 503.00 MT 2673.47

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.

51 Providing laying and rolling 25 mm thick open graded premixed

bitumineous carpet with B.T. aggregate as specified and using

bitumen for mixing with agreegate at the rate of 3.36 % i.e

33.60 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, 329.00 Cum 3160.29

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance

with the requirement of specification.

52 P & L Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips

6mm size & binder grade VG-30 content at the rate of 4.50 %

by total weight of mix . Hot mix laying process is including

heating the asphalt aggregate continuous batching,

transporting the mix and spreading the same by paver finisher 237.00 MT 3708.72

& consolidation with power roller including providing

necessary fire wood, oil, lubricant, labour charges, higher

charges of machinery etc, complete.

53 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.

54 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

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.

55 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-

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

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.

56 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 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

57 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

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

58 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

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

59 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 bends. the 30.00 Nos 4681.35

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

In Words: Seven Crore Ninty Two Lakh Seventy Three Thousand Six Hundred Fifty Three Rupees and Fifty One

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. 57150.6 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.

Deputy Executive Engineer Executive Engineer

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