Construction Of Minor Bridge On Nanapondha Main Roaad To Gavit Faliya Joing Kajli Village Road K.M. 0/2 To 0/4, Ta. Kaprada

No. figures Amount

1 Clearing and grubbing road land including uprooting rank vegetation 0.20 Hector 34796.29

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

stumps of trees cut earlier and disposal of unserviceable materials(D)

By mechanical means in area of thorny jungle

2 Dismentaling the existing structure including removing and stacking the 390.00 Cum. 932.65

dismentelled materials as and where directed. (A) RCC Work

3 Marking out the center line of the Bridge and various other component 1.00 Job 50500.00

structures and complete lining out and leveling with theodolite,

levels,including constructing necessary masonory pillars for lines and

levels and establishing nesessary bench marks etc. complete as

4 Diversion of water course, providing cofferdam and bund or island as 1.00 Nos 30300.00

may be necessary for foundation and maintaining the same for the

period as may be necessary.

(V) Pier Nos.

5 Diversion of water course, providing cofferdam and bund or island as 2.00 Nos 30300.00

may be necessary for foundation and maintaining the same for the

period as may be necessary.

(F) Abutment Left (including returns/wing walls)

6 Carry out Geo-technical investigation work including exploratory drilling 10.00 Rmt. 2020.00

of 150mm dia bore holes in all sorts of soil, ordinary rock and hard rock,

upto maximum depth as mentioned, collecting undisturbed samples

and conducting standard penetration tests alternate at an interval of

1.5m.depth, conducting necessary laboratory tests for all type of

classification and determination of soil parameters like density, shear

and consolidation parameters if required, including submission of report

in three copies covering investigation data and recommendation for

SBC and the pile capacity considering the design criteria, all as per

specification. Including of submitting soil investigation report in three

sets in hard copy as well soft copies and all materials with contractor's

labour, tools & plants, machineries, as required, The Geotech bore

locations shall be provided by consultant,The rate is including of all

• For Land Portion

7 Providing flood gauge marks on substructure as per design including 3.80 Rmt 159.08

painting complete.

8 Excavation for foundation in hard murrum and boulders and very stiff or 524.00 Cum. 598.12

sticky, clays and other similar strata including shoring and strutting and

dewatering as necessary and disposing of the excavated stuff as

9 Excavation in large boulders and soft rock by welding including shoring, 11.00 Cum. 701.53

strutting and dewatering as necessary and disposing of the excavated

stuff as directed.

10 Empty boring through all sorts of strata for providing 1.20 Mt. diameter 108.00 RMT 5863.39

R.C.C. bored piles to required depth required depth including providing

necessary casing pipe with all plants and equipments as required

11 Providing steel Liner for curbs and steining for wells including 6.42 M.T. 47323.73

fabricating and setting out as per detailed drawing as directed. 6mm

Thick M.S.Liner

12 Providing and laying controlled cement concrete M-35 for R.C.C. bored 122.15 cum 4937.96

piles of 1.20 Mt. diameter including ramming, vibrating and finishing

13 Chipping and dressing of the RCC piles upto cut off level including 20.36 cum 932.65

cleaning of reinforcement and removal of dismantled materials etc. for

providing pile caps as directed by Engineer and as per specifications.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

14 Load testing of foundation piles including loading with necessary 1.00 Nos. 35767.11

kentledge or any other suitable method as directed.

15 Pulse Echo Test (PET) for integrity testing of piles with contractor’s 18.00 Nos. 1818.00

men, materials and machines. The rate includes cost of Inspection of

site, preparation of pile head and any other unforeseen cost required

for the test, submission of reports in triplicate as per satisfaction of the

Engineer in Charge.

16 Providing and filling in foundation with ordinary Cement concrete M-10 32.00 Cum. 3240.34

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

17 Providing and Casting in situ controlled Cement Concrete M-35 for 239.60 cum 5106.56

R.C.C. Pile cap Foundation including necessary shuttering laying,

vibrating, ramming and curing complete.

18 Providing and casting in-situ Reinforced Cement Concrete M35 grade 38.00 Cum. 4504.42

controlled cement concrete in pier, abutment & retaining walls

foundations (piers, abutments and retaining wall shall be cast in single

lift or as per direction of Engineer in charge) etc. using 6mm to 20mm

machine crushed well graded stone aggregate, sand of approved

quality, OPC53 grade cement with contractor's own concrete mix

design, etc. complete. The rate is inclusive of all materials, including

necessary mixing in fully automatic batch mix plant, transport, curing,

vibrating, placing in position, scaffolding, staging, shuttering, formworks,

deshuttering carefully, making good the damages,fixing embedment,

inserts, pockets, wherever necessary, with all lead and lift with

contractor's labour,tools & plants, machineries, as required, with F3

type exposed concrete finish and form mark. Any honeycombing /

Undulation found shall be rectify to match F3 class finish.

19 Providing and casting in situ controlled cement concrete M-35 for 186.00 Cum. 5408.28

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (1) Piers (2) Abutment (3) RCC return (A) Height from 0.0 M

(B) Height from 5.0 M to 10.0 M. 3.00 Cum. 5724.78

20 Providing and casting in situ controlled cement concrete M-35 for 41.00 Cum. 5487.33

R.C.C. work in pier cap,abutment cap and dirt wall of required size

below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing

complete. (A) Pier Cap, Abutment Cap & Dirt wall incl. Inspection

21 Providing and placing in position CRS (Corrosion Resistance Steel) FE 98.88 M.T. 68936.54

550Dfor following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various

structural components.

22 Providing and laying Tar Paper below solid slab of approved and as 39.00 Sqm 42.93

directed by engineer in charge.

23 Providing and filling sand behind abutments and between returns in 159.00 Cum. 480.41

layers as directed

24 Earthwork for embankment including breaking clods, dressing with all 2655.00 cum 230.31

lead and lift (excluding watering and consolidation)(E) From Borrow

area within 3.0 Km. lead

25 Providing & laying weep hole in Abutments, and returns by using A.C. 178.00 Nos. 84.95

pipe of 100mm including laying in proper grede and jointing the

completed as per detailed specification.

26 Providing and laying - Filter Media 600mm thick directed at the back of 178.00 Sqm. 1248.74

abutments, returns and wing walls as per detailed specifications.

27 Providing and laying Pitching on slopes laid over prepared filter media 431.00 Cum 1051.41

including boulder apron laid dry in front of toe of embankment complete

as per drawing and Technical specifications.Stone

28 Providing and laying Filter material underneath pitching in slopes 210.00 Cum 877.69

complete as per drawing and Technical specification

29 Providing and Casting in situ controlled Cement Concrete M-200 for 24.00 Cum 4493.45

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete. (Toe Wall)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Providing and casting in-situ Reinforced Cement Concrete M35 grade 164.56 Cum. 5976.50

controlled cement concrete in Solid Slab using 6 mm to 20 mm

machine crushed well graded stone aggregate, sand of approved

quality,OPC 53 grade cement with contractor's own concrete mix design

as approved by client ,etc.complete as per specification.

The rate is inclusive of all materials, including necessary mixingin fully

automatic batch mix plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering, formworks, deshuttering

carefully, making good the damages,fixing embedment, inserts,

pockets, wherever necessary,with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with F3 type exposed

concrete finish and form mark. Any honeycombing / Undulation found

shall be rectify to match F3 class finish.

RCC Solid Slab

31 Providing and fixing metal expansion joints as per drawings. Details of 26.00 Rmt. 2013.95

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.

32 Providing and casting in situ controlled cement concrete M-40 for 25.00 Cum. 4673.27

average 100 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete

33 Providing and fixing in postion premolded Asphalt filler joints as per 21.00 Sqm. 702.12

34 Providing and casting in situ controlled cement concrete M-40 for Crash 24.00 Cum. 5177.06

Barriers & Friction slab including formwork curing and finishing,

35 Providing and casting in situ controlled cement concrete concrete M-35 31.00 Cum. 5375.97

for approach slab including formwork curing and finishing complete.

36 Providing and casting in situ controlled cement concrete M-25 for 2.00 Cum. 4868.20

architectural pylons including necessary formwork, vibrating, curing and

finishing complete.

(a) Concrete.

37 Providing G.I. 100mm diameter water spouts including necessary iron 10.00 Each 536.03

gratings as per drawings.

38 Painting Two Coats on New Concrete Surfaces (Painting two coats 100.00 Sqm. 89.89

after filling the surface with synthetic enamel paint in all shades on new

plastered concrete surfaces)

39 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 276.00 RMT 3434.00

"W" metal beam crash barrier 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 centre to

centre, 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 conform 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 5 mm, 330 mm long

complete as per clause 811)

40 Providing and fixing marble slab including engraving and painting 2.00 Nos 1012.65

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

41 Providing, Designing , Supplying and Installation of Extruded Bi-Axial 680.00 Sqm 141.40

Polypropylene 40kN Geogrid including all Labours & Etc. Complete as

directed by Engineer-In-Charge

42 Providing And lying 40mm thick bituminous concrete on exisitng 99.36 M.T. 5446.93

bituminous surface and using specification graded machine crushed

with 5.50 % bitumen VG-40 grade by Wt. of total mix as per

specification MORT&H including mixing of asphalt with B.T. chips in

continuous batch mix plant transporting same as by paver finisher and

consolidation the same with pair of 8 tonnes to 10 tonnes vibratory

roller to achive desire density and including VG-40 grade bitumen, cost

of emulsion, cost of required tools, plants, all machineries, equipment

fire wood, oil, kerosene, charges etc complete,

43 Providing and applying primer coat with vg-10 and spraying emulsion 1035.00 Sqm. 95.24

with spray set fitted on mechenical bouzer using emulsion at the rate of

7.5 kg/ 10 Sqm. On wmm surface Incl. cleaning the surface etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Providing and lying 50mm D.B.M with B.T. Aggregate as per MORT&H 113.85 M.T. 4666.20

specification with vg-10 For Tack coat @ 2.5 Kg. /10 Sqm. With

mechanical sprayer & bitumen VG-40 grade for mixing @ 45 Kg./MT.

i.e. 4.5% by total weight of mix heating and mixing the aggregate &

asphalt in continuous batch mix plant and transporting to site and

spreding the same by sensor paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plant, fire wood, oil, kerosene, labour charges etc. Complete using

contractor's own machinery batch mix plant & sensor paver finisher etc.

45 Providing, laying, spreading and compacting stone aggregate for Wet 278.07 Cum. 1315.02

Mix Macadam (as per table 400-12 and 400-13) specification including

premixing the material with water to OMC in wet mix plant as per

approved design mix, carriage of mixed material by Tipper to site,

laying in uniform layers with motor grader/Front end Loader/paver

finisher, in sub base/ base course on a well prepared under base and

compacting with vibratory roller to achieve the desired density including

lighting, guarding, barricading and maintenance of diversion etc.

(MoRTH specification : Clause 406 & Clause 112) by mechanical

46 means with alloflead

Construction .

granular sub-base by providing coarse graded material, 375.08 Cum. 1215.03

spreading in uniform layers with motor grader on prepared surface,

mixing by mix in place method with rotavator at OMC, and compacting

with vibratory roller to achieve the desired density, complete as per

clause 401.By mechanical means with all lead (Grade-I)

47 Earthwork for embankment including breaking clods, dressing with all 707.94 Cum. 230.31

lead and lift (excluding watering and consolidation)(E) From Borrow

area within 3.0 Km. lead (For Subgrade)

48 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 54.00 Nos. 217.40

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

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 20 mm, 130 mm and 130 mm and

with minimum reflective area of 13 Sqcm on each side and the slope to

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

having finger grip for easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by the manufacturer of

the marker. The color of the marker should be as per the IRC 35-2015

Roadasmarking

directedwith

by Engineer-in-charge.

hot applied thermoplastic paints with reflectorising 54.00 Sq.mt 367.72

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 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. Rate in Total

Description of Item Qty. Unit

No. figures Amount

50 Cautionary Warning Sign :-Providing and fixing sign Providing and 4.00 Nos. 5077.27

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

(Aluminium Composite Panel); size 90 × 90 × 90 cms equilateral

triangle as per design of IRC-67-2012, pre-treated with phosphating

process and acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with Micro-Prismatic

Grade retro-reflective sheeting of Type-XI as per ASTM D-4956 and

latest MoRT&H specifications; 3.6 mtr long stand post of 75 × 75 ×

mm / 65 NB circular MS pipe as required and frame fabricated from

suitable size iron angle of 35 × 35 × 3 mm; painted with best quality

epoxy coatings in black and white bands. The details of symbol for each

board shall be as per the instructions of the Engineer-in-Charge. The

fixing at site shall be in 1:2:4 cement concrete block of size 45 × 45 ×

60 cms for each leg, including excavation, curing, etc., complete under

the supervision of the Engineer-in-Charge. A warranty for 10 years for

the retro-reflective sheeting from original manufacturer and a certified

copy of 3-year outdoor exposure test report from third-party test

laboratory for the product offered shall be submitted by the contractor.

(A) Class-C Type-XI Retro-Reflective Sheeting

51 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 4.00 Nos. 4618.73

out of 2 mm aluminium sheet / 4 mm ACP (Aluminium Composite

Panel); size 60 cms dia circle as per design of IRC-67-2012, pre-

treated with phosphating process and acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with Micro-Prismatic Grade retro-reflective sheeting of

Type-XI as per ASTM D-4956 and latest MoRT&H specifications;

mtr long stand post of 75 × 75 × 6 mm / 65 NB circular MS pipe as

required and frame fabricated from suitable size iron angle of 35 × 35 ×

3 mm; painted with best quality epoxy coatings in black and white

bands; 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

cement concrete block of size 45 × 45 × 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 and a certified copy of 3-year outdoor exposure

test report from third-party test laboratory for the product offered shall

be submitted by the contractor. (A) Class-C Type-XI Retro-Reflective

52 Providing and fixing STOP sign boards made out of 2 mm aluminium 2.00 Nos. 7213.42

sheet / 4 mm ACP (Aluminium Composite Panel), of size 900 mm

octagonal, as per the design and specifications of IRC-67:2012. The

board shall be pre-treated with phosphating process and acid etching,

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

epoxy paint, and reflectorised with Micro-Prismatic Grade retro-

reflective sheeting, Class-C, Type-XI, conforming to ASTM D-4956 and

latest MoRT&H specifications. The sign shall be fixed on a 3.6 m long

support post made of 75 × 75 × 6 mm square MS section / 65 NB

circular MS pipe, as required. The frame shall be fabricated from 35 ×

35 × 3 mm MS angle and painted with best quality epoxy coatings in

black and white bands. The symbols and lettering on the sign board

shall be as per the instructions of the Engineer-in-Charge. The sign

shall be fixed at site in a 1:2:4 cement concrete foundation block of size

450 × 450 × 600 mm for each leg, including excavation, concreting,

curing, and all incidental works, complete under the supervision of the

Engineer-in-Charge. The contractor shall provide a 10-year warranty for

the retro-reflective sheeting from the original manufacturer and submit

a certified copy of a 3-year outdoor exposure test report from a third-

party test laboratory for the product offered. (A) Class-C Type-XI Retro-

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Facility Informatory Sign :-Providing and fixing sign boards made out of 2.00 Nos. 5906.48

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

80 x 60 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; 3.6mtr 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 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

54 sheeting

Direction (Junction) Sign :-Providing and fixing sign boards made out of 2.00 Nos. 26572.09

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 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

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

55 Providing and fixing in position Mild steel dowel bars in pier caps or 14.00 Each 339.88

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

56 Providing and fixing in position Mild steel dowel bars in pier caps or 14.00 Each 396.27

abutments caps for anchorage in free end as per detailed drawing

including cutting, bending and welding complete.

Total Rs.

i.e. Rs. One Crore Eighty Five lacs Sixthy Thousand Nine Hundred Twenthy Nine and Paisa Thirthy Six Only

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs. 1,85,60,929.36 Estimated amount put to tender Rs.

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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

no extra payment shall 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 Contractor will have to submit the all required mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 1,09,120.542 must be recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Pan (R & B) Sub Division, Bharuch Pan (R & B) Division, Bharuch Pan (R & B) Division,

Kaparada Valsad Valsad