(Package) Construction of Box Culverts at Ankleshwar-Valia-Netrang Road (SH-13) Km. 0/00 to 43/00 (1) W.S. Ch. 9/200 to 93/300 (2) W.S. Ch. 11/700 to 11/800 (3) W.S. Ch. 19/800 to 19/900 (4) W.S. Ch. 28/200 to 28/300 (5) W.S. Ch. 33/000 to 33/100 (6) W.S. Ch. 39/900 to 40/000 & (7) Construction of Box Culvert at Chasvad-Koyali-Mandvi-Nana Jambuda Road Km. 2/600 to 2/800 Ta. Ankleshwar Dist. Bharuch(2nd Attempt)

No. figures Amount

1 Providing and laying filter media 600mm as directed at the back of 1325.00 Smt 1180.34

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

2 Providing and filling sand behind abutment & between returns in 4376.00 Cum 445.41

layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soil & murrum 7978.00 Cum 486.77

etc. including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed depth upto 3.0 mt.

within all lead and lift.

4 Providing and filling in foundation with ordinary cement concrete M- 685.00 Cum 3475.16

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

5 Providing & casting in situ design mix concrete M-30 for R. C.C. 1701.37 Cum 4487.33

Bottom Slab, Return Wall footing, Key etc. including necessary

shuttering, laying, vibrating, ramming and curing complete.

6 Providing and placing in position I.S.I. mark deformed bar 404.801 M.T. 73093.32

reinforcement (T.M.T.) of grade Fe-500D for following items

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

detailed drawings and specifications for various structural

components.

7 Providing and laying weep holes in abutment and returns by using 1325.00 Each 82.57

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

the completed as per directed specification.

8 Providing and casting in situ controlled cement concrete M-30 for 1624.876 Cum 5061.86

R.C.C. work in outer wall, inner wall, return wall as per drawing

including centering, shuttering, scaffolding where necessary laying,

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

9 Providing and casting in situ controlled cement concrete M-30 for 39.416 Cum 5408.37

R.C.C. work in outer wall, inner wall, 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 Providing and casting in situ controlled cement concrete M-30 for 532.23 Cum 5224.69

R.C.C. work in Top Slab including centering, ramming, vibrating,

curing and finishing complete.

11 Providing and casting in situ controlled cement concrete M-30 for 107.64 Cum 5215.02

average 75mm 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

12 (Reinforced Cement Concrete Crash Barrier (Provision of an 506.60 Rmt. 6960.92

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

approaches to bridge structures and medians, constructed with M-

40 grade concrete with Fe 500D TMT reinforcement with FBEC

conforming to IRC:21 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-

D0 III dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as specified).

13 Providing P.V.C. 100mm dia. water spouts including necessary iron 63.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

14 Providing and casting in situ controlled cement concrete M-30 for 265.68 Cum 5073.17

approach slab including form work, curing and finishing etc.

15 Providing Pre-moulded asphalt filler joints as per drawings. (A) 61.88 Sq.m. 702.13

16 Providing and laying rubble for apron (each stone weight not less 130.47 Cum 1041.05

than 40 kg.) including packing and filling in the interstices with

quarry spalls.

17 Providing Designing Supplying and Installation of extruded Bi-Axial 4905.00 Sq.m. 141.40

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

18 Dismentaling the existing structure including removing and stacking 859.62 Cum 886.06

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

19 Providing fusion bonded Epoxy coating not less than 175 micron 165.00 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.

20 Providing fusion bonded Epoxy coating not less than 175 micron 246.00 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

21 Earth work for embankment including breaking clods, dressing with 11620.00 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.

22 Clearing and grubbing of road land including uprooting trunk 7.60 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Construction of 150 mm thick compacted GRANULAR SUB BASE 1803.00 Cum 1351.24

(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

24 Construction of 150 mm thick compacted granular sub base 1093.00 Cum 1158.52

(Grading-V, Crushed B.T. materials of 53 mm to 26.50 mm @ 35%,

26.5 mm to 4.75 mm @ 50%, Below 2.36 mm @ 15%) 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

25 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) 2589.00 Cum 1244.89

(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.

26 Providing and applying priming coat using emulsion SS-1 grade and 10841.00 Sq.m. 61.47

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete

27 Providing and laying bituminous base course 37.5 mm thick 796.00 M.T. 2159.91

compacted with tack coat of emulsion grade RS1 at the rate of

Kg./10Sqmt. and using B.T. stone aggregates of required gradation

and asphalt (VG-30) grade for mixing @ 1.99 % by weight of total

mix including heating the aggregate and asphalt by drum mix plant

and spreading the same by paver finisher and consolidation with

vibratory roller including providing all materials, equipments, tools

and plants, oil, kerosene, fire wood, labour charges etc. complete.

28 Providing and laying 65 mm D.B.M. with B.T. aggregate as per 1582.00 M.T. 3211.94

MORT&H specification with emulsion RS-1 for tack coat @

Kg./10 smt. with mechanical sprayer & bitumen VG-30 grade for

mixing @ 45.00 Kg./MT. i.e. 4.5% by total weight of mix heating and

mixing the aggregate & asphalt in continuous drum mix plant and

transporting to site and spreading 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 drum mix plant &

sensor paver finisher etc. complete

29 Providing and laying 30 mm thick Bituminous concrete on existing 481.00 M.T. 3526.91

bituminous surface and using specification graded machine crushed

with 5.50% bitumen VG-30 grade by Wt. of total mix as per

specification MORTH including mixing of asphalt with B.T. chips in

continuous drum mix plant transporting same as by paver finisher

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

vibratory roller to achieve desire density and including VG-30 grade

bitumen, cost of emulsion, cost of required tools, plants, all

machineries, equipment, fire wood, oil, kerosene, charges etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Road marking with hot applied thermoplastic paints with 192.00 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.

31 Cat Eye/ Road Stud/ RPM : Supplying Raised Pavement Markers 252.00 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.

32 Cautionary Warning Sign :- Providing and fixing sign boards made 14.00 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

33 Facility Informatory Sign :- Providing and fixing sign boards made 7.00 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

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.

34 Hazard Marker Sign :- Providing and fixing sign boards made out of 7.00 No. 3666.30

2.0mm 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

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.

35 Providing and fixing Hectometer as per I.R.C. type design including 14.00 No. 356.50

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

36 Providing and fixing Guard stone as per I.R.C. type design including 130.00 No. 348.38

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

37 Excavation for foundation upto 1.50 mt. depth including sorting out 455.00 Cum 241.80

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

38 Providing and laying rubble Gabion (each stone weight not less than 890.00 Cum 1041.05

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

quarry spaull.

39 Providing and Supplying of Mechanically Woven, Double Twisted, 890.00 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:

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

40 Providing, supplying and installation of 200 GSM Non Woven 928.55 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum

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

41 Providing and laying rubble pitching of 22.50 cm. thick with filling the 1542.00 Sq.m. 658.14

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.

42 Providing Designing Supplying and Installation of extruded Bi-Axial 6222.00 Sq.m. 111.10

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

43 Supplying and fixing reinforced concrete heavy duty non-pressure 202.50 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. Nine Crore, Twenty Five Lacs, Sixty Three Thousand, Two hundred Eighty One and Seventy 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. 42,53,503.39 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

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

Ankleshwar Bharuch Bharuch