Construction of High level Major bridge on Mindhola river at Maroli Ta. Jalalpore Dist. Navsari

No. figures Amount

1 Providing flood gauge marks on sub structure as per design including 16.00 Rmt 156.53

painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 46.00 Steps 229.91

3 Providing and laying filter media 600mm as directed at the back of 239.00 Smt 1279.97

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in 694.00 Cum 552.22

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very stiff 2490.00 Cum 613.09

or sticky clays and other similar strata including sorting and strutting

and dewatering as necessary and disposing of excavated stuff as

6 Providing and filling in foundation with ordinary cement concrete M-15 243.00 Cum 3674.07

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island as 4.00 Each 50500.00

may be necessary for foundation and maintaining the same for the

period as may be necessary (B) Diversion by cofferdam / island.

8 Empty boring through all sorts of strata for providing 1.50m. diameter 1755.00 Rmt. 7329.25

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

casing pipes with all plants and equipments as required etc. complete

as per specifications.

9 Providing and casting in situ controlled concrete M-45 for R.C.C. 3102.00 Cum 5070.12

bored piles of 1.50 M dia. including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and placing in position I.S.I. mark deformed bar 1160.13 M.T. 73834.01

reinforcement (T.M.T.) of grade Fe-550D for RCC footing for pier,

abutment & return wall including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for R.C.C. bored

piles, R.C.C. pile cap (A) Abutment cap and dirt wall (B) Pier cap,

R.C.C Pier, Abutment, Return Wall (C) Side Wall (D) Seismic arrestor

& Pedestal (B) T Beam Deck slab type of superstructure (II) T Beam

Girder, Slab and Cross girder (A) R.C.C. Approach slab (B) Wearing

coat (C) R.C.C. Crash barrier.

11 Conducting load testing (Prefer Static load test) of a single pile up to 3.00 No. 35767.11

following capacity in accordance with IS:2911 (Part-IV) including

installation of loading plate form and preparation of pile head or

construction of test cap and dismantling of test cap after test etc. with

all labours, material, tools & plate, equipments, machinery etc.

complete as per drawing and specification, as directed by Engineer.

(Initial load test & Routine load test)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Performing Integrity Test (low strain) on vertical pile. The item shall 44.00 No. 1212.00

include chipping of weak concrete at the top of pile, leveling, bending

of reinforcing bars, preparation of pile head including testing with pile

driving analyser or approved equivalent. To be carried out at least

days after concreting of piles. A specialist approved Agency shall be

employed by the Contractor for the test. The test shall be carried out

as per relevant ASTM code.The item is including complete testing

with approved apparatus, analysis of results and conclusions including

submission of test reports in three hard copies with soft copy in CD.

13 Providing and casting in-situ controlled cement concrete M-45 for 1174.00 Cum 5269.46

R.C.C. piles cap including necessary form work vibrating, curing and

finishing complete.

14 Providing and casting in-situ controlled cement concrete M-35 for 97.00 Cum 4871.39

R.C.C. raft (Return wall footing pad) and cut-off including necessary

shuttering, laying, vibrating, ramming and curing complete.

15 Chipping and dressing of the RCC piles upto cut-off level including 78.00 Cum 932.66

cleaning of reinforcement and removal of dismantled materials etc. for

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

16 Providing Steel Liner 8 mm thick for pile including fabricating and 66.00 M.T. 47323.74

setting out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using 239.00 Each 87.08

A.C. pipes of 100 mm. including laying in proper grade and jointing the

completed as per directed specification.

18 Providing and casting in situ controlled cement concrete M-45 for 281.13 Cum 5608.52

R.C.C. work in abutment, piers & Return wall as per drawing including

centering, shuttering, scaffolding where necessary laying, vibrating,

curing and finishing complete. (A) Height from 0.0 mt. to 5.0 mt.

19 Providing and casting in situ controlled cement concrete M-45 for 43.43 Cum 5929.37

R.C.C. work in abutment, piers & Return wall as per drawing including

centering, shuttering, scaffolding where necessary laying, vibrating,

curing and finishing complete. (B) Height from 5.0 mt. to 10.0 mt.

20 Providing and casting in situ controlled cement concrete M-45 mix for 334.00 Cum 5689.51

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

controlled cement concrete M-50 bed blocks or pedestals of required

size below bearings as per detailed drawings including centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

21 Providing and laying in position fully moulded restrained elastromeric 552960.00 Cu.c 1.06

bearing as per datailed drawings. m

22 Providing and casting in situ precast controlled cement concrete M-45 1040.00 Cum 7695.93

for prestressed concrete work in super structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, finishing, launching

or shifting complete. (I) Solid slab (II) Deck Slab (III) Main Girders (IV)

Diaphragm or cross girder.

23 Providing and fixing in position to exact profile high tensile steel wires 42.00 M.T. 72402.66

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 complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Providing and casting in situ controlled cement concrete M-40 for 150.00 Cum 5631.25

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

vibrating, finishing, curing and filling in joints with bitumen etc.

25 Reinforced Cement Concrete Crash Barrier (Provision of an reinforced 281.00 Rmt. 1533.18

cement concrete crash barrier at the edges of the road, approaches of

bridge & on bridge proper structures and medians, constructed with M-

40 grade concrete (excluding reinforcement) conforming to IRC:112

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) etc. complete (A) Only crash barrier.

26 Providing P.V.C. 100mm dia. water spouts including necessary iron 48.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

27 Providing and fixing marble slab including engraving letters, numbers 2.00 No. 1012.65

and painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

28 Providing and casting in situ controlled cement concrete M-30 for 33.00 Cum 5330.83

approach slab including form work, curing and finishing etc. complete.

29 Providing and fixing in position Strip Seal Type expansion joint 48.00 Rmt. 1733.16

catering to maximum horizontal movement upto 70 mm, complete as

per approved drawings and standard specification to be installed by

the manufactyrer / supplier or their authorised representative ensuring

compliance to the manufacturer's instructions for installation.

30 Finishing wall with weather proof exterior emulsion paint on wall 421.00 Sq.m. 117.41

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, dust and remains of

loose powdered materials etc. complete

31 Providing and applying one coat Epoxy Phenolic primer of DFT 50 2004.00 Sq.m. 183.82

micron and two coats of Epoxy Phenolic coating of DFT 100 microns

each or any other equivalent epoxy coating system to all concrete

surfaces exposed to atmosphere in substructure 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).

32 Providing fusion bonded Epoxy coating not less than 175 micron 459.00 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(A) 10mm to 16mm dia bar.

33 Providing fusion bonded Epoxy coating not less than 175 micron 688.00 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

34 Providing and fixing the continuity arrangement in deck slab as per the 24.00 Rmt. 8319.37

detailed with fixture, component, filler etc. complete as directed by

engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Structural steel work for inspection platform railing & ladder 18152.00 Kg. 131.15

(Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all

type sections, in framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all

complete as per the structural designs and directions of Engineer in

36 Earth work for embankment including breaking clods, dressing with all 4049.80 Cum 173.67

lead and lift including watering, rolling and consolidation of sub grade

in layer and consolidation of sub grade in layers at O.M.C. to required

dry density including filling the depressions which occur during the

process using vibratory roller 8 t to 10 t (C) from borrow area within all

lead and lift.

37 Clearing and grubbing of road land including uprooting trunk 0.20 Hect. 28455.10

vegetation, grass, bushes, shrubs, saplings and trees of girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials to be

used or auctioned upto a lead of 1000 meters including removal and

disposal of top organic soil not exceeding 150mm thickness (C) by

mechanical means in area of light jungle.

38 Construction of 200 mm thick compacted GRANULAR SUB BASE 498.00 Cum 1189.78

(Grading-I, Crushed B.T. materials of 53 mm to 9.5 mm @ 50%,

mm to 2.36 mm @ 20%, Below 2.36 mm @ 30%) 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

39 Construction of 200 mm thick compacted granular sub base (Grading- 477.00 Cum 1018.08

IV, crushed B.T. materials of 26.5 mm to 9.5 mm @ 64 %, 9.5 mm to

4.75 mm @ 11%, Below 4.75 mm @ 25%) 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

40 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two 566.00 Cum 1067.57

layers each of 125 mm) using machine crushed black trap aggregate

of 40 to 50 mm size in the material as per MORT&H specification

including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site, laying in uniform

layers with paver in sub base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.

41 Providing and applying priming coat using Slow Setting (SS-1) 2164.00 Sq.m. 62.62

emulsion asphalt at the rate of 7.5kg/10 Sq.M. on water bound

macadam / W.M.M surface etc. complete including cleaning the

surface with cost of all labour materials.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

42 Providing & laying 75 mm. thick Bituminous Macadam (grading-2) with 354.00 M.T. 2710.84

B.T. aggregate as per MORT&H specification & bituminous emulsion

RS-1 for tack coat @ 2.50 Kg / 10 Sq.m. on B.T. surface with

mechanical sprayer & bitumen grade VG-30 for mixing @ 34 Kg. /

M.T. i.e. 3.4% of total weight of mix including heating & mixing the

aggregate & asphalt in drum mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including providing

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

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

mix plant & paver finisher etc. complete.

43 Providing and laying 25 mm thick Semi Dense Bituminous Carpet 124.00 M.T. 3380.66

using specified graded crushed Black trap stone aggregates as per

MORTH gradation using VG-30 (60 / 70) bulk bitumen for mixing at

the rate of 5.0 % (50.0 Kg./M.T.) by hot mix process in drum mix plant

and hot laid process using paver finisher to the required camber and

grade, including rolling with vibratory roller to achive desired density

including cost of clearing using fire wood, oil, Kerosene, labour

charges and hire charges of machineries etc. complete.

44 Providing and laying compacted 100 mm thick of specified quarry 18.00 Cum 681.75

spall in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST specification etc.

45 Road marking with hot applied thermoplastic paints with reflectorising 100.00 Sq.m. 367.73

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectrorising glass

beads @250 gm per sqm area, thickness of 2.5 mm in 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 line/center line/cut patta. The white colour marking should

provide luminance coefficient on cement road shall be min

mcd/m^2/lux and Asphalt road shall be min 100 mcd/m^2/lux during

the service life during the day time .The marking should meet the

performance criteria for night time reflectivity and skid resistance as

mentioned in Section -15 of IRC 35-2015, warranty for retro reflectivity

shall be two years.

46 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks 100.00 No. 217.41

Raised pavement markers made of Polycarbonate and ABS moulded

body and reflective panels with micro prismatic lens (No Glass bead

added) capable of providing total internal reflection of the light entering

the distance and shall support a load of 13635 Kgs. tested in

accordance to ASTM-D 4380 Type H and complying to specifications

of Category - A of MORTH circular No. RW/NH/33023/10-97-DO in Dt.

11.06.1997. The height, width and length shall not exceed 20mm,

130mm and 130mm and width minimum reflective area of

Sq.cm on each side and slope to the base shall be 35 +/- 5 degrees.

The strength of detachment of the integrated cylindrical shaks (of

diameter not less than 19 +/- 2 mm) from the body is to be a minimum

valve of 500 kgf fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using epoxy resin based

adhesive as per manufacture's recommendations and the colour of

the marker should be as per the IRC 35-2005 and as directed by

engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Direction (Junction) Sign :- Providing and fixing sign boards made out 2.00 No. 26572.09

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 244 x 122 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 reflective sheeting 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 best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC 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

48 Cautionary Warning Sign :- Providing and fixing sign boards made out 2.00 No. 5077.27

of 2mm aluminium sheet / 4mm ACP (Aluminum composite panel)

size 90 x 90 x 90 cms. equilateral triangle 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 reflective sheeting

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

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

bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Facility Informatory Sign :- Providing and fixing sign boards made out 1.00 No. 5906.48

of 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 reflective sheeting 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

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC 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.

50 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.00 No. 3666.30

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

90 x 30 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 reflective sheeting 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

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC 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.

51 Providing and fixing Hectometer as per I.R.C. type design including 4.00 No. 356.50

painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10.

52 Providing and fixing Guard stone as per I.R.C. type design including 60.00 No. 350.81

white washing etc. complete (ii) Fixing in C.C. 1:5:10

53 Excavation for foundation upto 1.50 mt. depth including sorting out 1345.00 Cum 254.36

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

54 Providing and laying rubble Gabion (each stone weight not less than 2560.00 Cum 1067.08

40 Kg) including hand packing and filled in the interstices with quarry

55 Providing and Supplying of Mechanically Woven, Double Twisted, 2560.00 Cum 1338.25

Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes, Mesh

opening Type : 10 x 12, Wire dia: 2.7/3.7 mm, Selvedge wire dia:

56 Providing, supplying and installation of 200 GSM Non Woven 1838.30 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum

roll size of 5 mt. x 100 mt. including all labours etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

57 Providing and laying rubble pitching of 22.50 cm. thick with filling the 1308.00 Sq.m. 620.30

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with necessary

excavation and providing water chutes of C.C. 1:3:6 at 24.00 mt. C/C

providing pointing on rubble pitching in C.M. 1:3 etc. complete.

58 Providing and erecting a 'W' type metal beam crash barrier comprising 200.00 Rmt. 3496.62

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 mt centre to centre, 1.8 mt height, 1.1 mt below

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

dip process, all fittings to confirm to I.S 1367 and I.S 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

59 Providing Designing Supplying and Installation of extruded Bi-Axial 1200.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

60 Providing Designing Supplying and Installation of extruded Bi-Axial 1080.00 Sq.m. 141.40

Polypropylene 40 kn GeoGrid including all labours & etc. complete.

61 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 Rmt. 3469.26

pipes with collars for culvert carrying heavy traffic as per IS: 458-1991

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

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

900 mm dia.

Total Rs.

i.e. Rs. Sixteen Crore, Ninety Nine Lacs, Fifteen Thousand, Four hundred and Sixty One paisa 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 Estimated amount put to tender

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.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Navsari Navsari Navsari