Construction of High level Major bridge on Amravati Khadi at Dadhal-Dharoli Approach Road Km. 0/00 to 11/00 (W.S. 7/00 to 8/00) Ta. Valia Dist. Bharuch(2nd Attempt)

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 16.00 Rmt 155.26

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 62.00 Steps 219.53

3 Providing and laying filter media 600mm as directed at the back of 351.00 Smt 1180.34

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

4 Providing and filling sand behind abutment & between returns in 1720.00 Cum 445.41

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very stiff 2884.00 Cum 582.22

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- 436.00 Cum 3475.16

15 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 5.00 Each 50500.00

as 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. 1424.00 Rmt. 3382.34

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

necessary casing pipes with all plants and equipments as required

complete as per specifications.

9 Providing and casting in situ controlled concrete M-40 for R.C.C. 2516.00 Cum 4781.30

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 778.97 M.T. 73174.32

reinforcement (T.M.T.) of grade Fe-550D for following items

including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for various structural

components.

11 Conducting load testing (Prefer Static load test) of a single pile up to 2.00 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 38.00 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 15 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-40 for 1021.00 Cum 4982.38

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 143.00 Cum 4612.45

R.C.C. raft (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 68.00 Cum 886.06

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 6 mm thick for pile including fabricating and 44.00 M.T. 47323.74

setting out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using 351.00 Each 82.57

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-35 for 375.80 Cum 5184.78

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

19 Providing and casting in situ controlled cement concrete M-35 for 108.393 Cum 5487.67

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

20 Providing and casting in situ controlled cement concrete M-35 mix 198.00 Cum 5262.95

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

controlled cement concrete M-40 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 442368.00 Cu.c 1.06

bearing as per detailed drawings. m.

22 Providing and casting in situ controlled cement concrete M-35 for 519.00 Cum 5733.28

R.C.C.work in superstructure (18.60 m RCC T beam & Deck slab)

including centering, ramming vibrating, curing and finishing

complete. (B) T Beam Deck slab type of superstructure (II) T Beam

Girder, Slab and Cross girder.

23 Providing and casting in situ controlled cement concrete M-40 for 94.00 Cum 5373.61

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with bitumen

etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Provision of an Reinforced cement concrete crash barrier at the 184.00 Rmt. 1533.18

edges of the road, approaches to bridge structures and medians,

constructed with M-40 grade concrete with TMT reinforcement

conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at

xpansion 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.

25 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.

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

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

27 Providing and casting in situ controlled cement concrete M-30 for 33.00 Cum 5073.17

approach slab including form work, curing and finishing etc.

28 Providing and fixing in position Strip Seal type expansion joint 36.00 Rmt. 1733.16

catering to maximum horizontal movement upto 70 mm, complete

as per approved drawings and standard specification to be installed

by the manufacturer / supplier or their authorised representative

ensuring compliance to the manufacturer's instructions for

installation.

29 Finishing wall with weather proof exterior emulsion paint on wall 276.00 Sq.m. 114.54

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.

30 Dismentaling the existing structure including removing and stacking 464.13 Cum 886.06

the dismentelled materials as and where directed. (A) R.C.C. work.

31 Providing and applying one coat Epoxy Phenolic primer of DFT 50 1641.00 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 308.00 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 462.00 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 24.00 Rmt. 8319.37

the detailed with fixture, components, filler etc. complete by

Engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Earth work for embankment including breaking clods, dressing with 7479.80 Cum 169.44

all 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.

36 Clearing and grubbing of road land including uprooting trunk 1.10 Hect. 28393.04

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.

37 Construction of 200 mm thick compacted GRANULAR SUB BASE 576.00 Cum 1089.79

(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

38 Construction of 200 mm thick compacted granular sub base 370.00 Cum 901.93

(Grading-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

39 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) 658.00 Cum 981.72

(Two 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.

40 Providing and applying priming coat using Slow Setting (SS-1) 2505.00 Sq.m. 60.60

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

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

surface with cost of all labour materials.

41 Providing and laying 75 mm thick Bituminous Macadam (grading-2) 414.00 M.T. 2479.55

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

emulsion RS-1 for tack coat @ 2.5 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

42 Providing and laying 25 mm thick Semi Dense Bituminous Carpet 145.00 M.T. 3076.71

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 achieve

desired density including cost of clearing using fire wood, oil,

Kerosene, labour charges and hire charges of machineries etc.

43 Providing and laying compacted 100 mm thick of specified quarry 14.00 Cum 674.68

spall in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST Specification etc.

44 Road marking with hot applied thermoplastic paints with 70.00 Sq.m. 367.73

reflectorising glass beads on bitumen 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 beads 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 colour marking should provide luminance coefficient

on cement road shall be min 130 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.

45 Cat Eye/ Road Stud/ RPM : Supplying Raised Pavement Markers 70.00 No. 217.41

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 Dt. 11.06.1997. The Height,

width and length shall not exceed 20 mm, 130 mm and 130 mm and

with minimum reflective area 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 colour of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

out 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

47 Cautionary Warning Sign :- Providing and fixing sign boards made 4.00 No. 5077.27

out 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 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.

48 Facility Informatory Sign :- Providing and fixing sign boards made 2.00 No. 5906.48

out 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Hazard Marker Sign :- Providing and fixing sign boards made out of 5.00 No. 3666.30

1.5mm aluminium sheet / 3mm 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.

50 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.

51 Providing and fixing Guard stone as per I.R.C. type design including 60.00 No. 349.11

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

52 Excavation for foundation upto 1.50 mt. depth including sorting out 1349.00 Cum 241.80

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

53 Providing and laying rubble Gabion (each stone weight not less than 1792.00 Cum 1041.05

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

54 Providing and Supplying of Mechanically Woven, Double Twisted, 1792.00 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:

55 Providing, supplying and installation of 200 GSM Non Woven 1288.05 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum

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

56 Providing and laying rubble pitching of 22.50 cm. thick with filling the 1070.00 Sq.m. 605.30

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.

57 Providing and erecting a 'W' type metal beam crash barrier 40.00 Rmt. 3496.62

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 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

58 Providing Designing Supplying and Installation of extruded Bi-Axial 1103.00 Sq.m. 111.10

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

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

60 Supplying and fixing reinforced concrete heavy duty non-pressure 25.00 Rmt. 3446.51

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

1991 spcifications 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.

61 Providing & filling in foundation with ordinary cement concrete M-10 16.00 Cum 3105.12

mix and providing necessary vertical pin headers including formwork

vibrating ramming & curing complete.

62 Supplying and fixing reinforced concrete heavy duty non-pressure 60.00 Rmt. 5530.95

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

1991 spcifications including setting the pipes in C:M 1:2 watering

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

diameters 1200 mm dia.

Total Rs.

i.e. Rs. Eleven Crore, Twenty Nine Lacs, Thirteen Thousand, One hundred Seventy Five and Fourty Eight 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.

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. 7,46,666.12 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Bharuch Bharuch Bharuch