CONSTRUCTION OF BOX CULVERT ON TUTARKHED-SATVANKAL-KHAPATIYA ROAD (M.D.R) K.M 0/00 TO 6/00 DIST.VALSAD (1) CH. 2/0 To 2/2, (2) CH. 3/0 To 3/2, (3) CH. 4/0 To 4/2, (4) CH. 4/6 To 4/8.

1 Dismantling of existing structures including stacking of 91.70 Cum 909.91

serviceable materials and disposal of unserviceable materials

with all lead and lift. i) R.C.C. work

2 Excavation in hard rock by dry-wet blasting and chiselling 2985.90 Cum 1640.07

including dewatering preparing foundation base by proper

benching and stepping and disposing of the excavated stuff as

directed.(B) prohibited Blasting work.

3 Providing & filling in foundation as base course with ordinary 1089.30 Cum 3610.52

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

4 Providing and casting in situ controlled cement concrete M-30 1252.10 Cum 5329.77

for R.C.C. box, Approach slab & Retaing Wing wall as per

drawings including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.

5 Providing and laying Pitching on slopes laid over prepared 397.00 Cum 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications

6 Providing and laying rubble for apron (each stone weighing not 249.80 Cum 1041.05

less than 40 Kg.) including hand packing and filling in the

interstices with quarry spall.

7 Providing & laying weep hole in Abutments, and returns by 753.00 Each 84.95

using P.V.C pipe of 100mm including laying in proper grade

and jointing the completed as per detailed specification.

8 Providing and casting in situ controlled cement concrete of M 91.90 Cum 5597.42

40 for minimum 100 mm. thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

9 Providing and fixing in position Fe-550D TMT bar 149.50 MT 81325.80

reinforcement including cutting, bending, hooking, tying and

welding complete and including forming the cage and lowering

it in position. (Fot Box, Approach Slab, Wearing Coat And

Retaining Wall)

10 Reinforced Cement Concrete Crash Barrier (Provision of an 240.00 Rmt 5651.76

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- 550D TMT reinforcement

including FBEC conforming to IRC:21 and dowel bars 25 mm

dia, 450 mm long at expansion joints filled with pre-moulded

asphalt filler board, keyed to the structure on which it is built

and installed as per design given in the enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III dated 24 June

as per dimensions in the approved drawing and at locations

directed by the Engineer, all as specified).

11 Providing G.I. 100 mm. diameter water spouts including 40.00 Each 536.03

necessary iron gratings as per drawings.

Description of work Quantity Unit Rate In figures Amount

12 Providing and laying Filter material underneath pitching in 197.00 Cum 877.69

slopes complete as per drawing and Technical specification

13 Providing and laying Filter Media 600mm Thick directed at the 1149.26 Sq.m 1248.74

back of Abutment, return and wing walls as per detailed

specification.

14 Providing fusion bonded Epoxy coating not less than 175 91.40 MT 10162.62

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes (A) 10mm to 16mm dia bar

15 Providing fusion bonded Epoxy coating not less than 175 60.40 MT 7296.24

micron thickness and up to 300 micron to reinforcement bars

as per IS-13620-1993/ASTM-775 M including testing of

coating at plant and all taxes (B) 20mm to 32 mm dia bar

16 Providing and fixing mild steel dowel bars of minimum 32mm 664.00 Rmt 448.27

dia. For anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

17 Clearing and grubbing road land including uprooting rank 0.40 Hect. 28393.00

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

upto 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (I) By Mechanical means

in area of light jungle.

18 Earth work for embankment having CBR not less than 5% 3369.80 Cum 305.75

including breaking clods dressing With all lead and lift and

including watering, rolling, and consolidation of subgrade in

layers at O.M.C. to required dry density including filling the

depressing which occur during the process using Vibratory

roller 8T to 10T.

properties as C=0Kg/Sq. ∅≥30° for embankment including

breaking clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depressing

which occur during the process using Vibratory roller 8T to

10T. (E) From Borrow area With all lead & lift.

20 Filling available excavated earth/wethered rock in 772.10 Cum 130.39

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

and watering.

21 Construction of compacted coarsed granular subbase 200 mm 818.00 Cum 1203.03

thick (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 mm @ 20 %)

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

Description of work Quantity Unit Rate In figures Amount

22 Providing and laying wet mix base course macadam 250 mm in 729.00 Cum 1390.53

Two layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber

with mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and equipment

etc. complete.

23 Providing and laying 65 mm DBM in single layer using 436.00 MT 4714.79

crushed stone aggregate BT chips as per required gradation

and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt

and the VG-30 grade asphalt at 45 kg/MT)by total weight of

mix hot laid process using hot mix plant including heating and

mixing asphalt & materials by drum mix process transporting

the mix and laying by paver finisher including consolidation

with vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant and

machinery using contractor's own plant and machineries etc.

24 Providing and laying 30 mm Bitumen concrete using crushed 210.15 MT 5279.20

stone aggregate BT chips as per required gradation and the

VG 30 grade asphalt at 54 kg/MT)by total weight of mix hot

laid process using hot mix plant including heating and mixing

asphalt & materials by hot mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete.

25 Providing and applying priming coat with emulsion SS1 grade 3798.50 Sq.m 94.74

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating and applying etc. complete.

26 Road marking with hot applied thermo plastic paints with 102.00 Sq.m 367.73

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

includlng reflectorsing glass beads@ 250 gms 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 sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color marking

should provide liminance coefficent on cement road shall be

min 130mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity,wet reflectivity and skid resistnce as mentioned in

the section 15 of IRC35-2015. warrenty for retro reflectivity

shall be two years

Description of work Quantity Unit Rate In figures Amount

27 Cautionary Warning Sign :-Providing and fixing sign boards 20.00 Each 3906.19

made 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 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

bestquality 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

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 7 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. (B) Class-B Type-4 Retro Reflective sheeting

28 Hazard Marker Sign :-Providing and fixing sign boards made 15.00 Each 3518.69

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 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 bestquality 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 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

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. (B) Class-B Type-4 Retro

Reflective sheeting

Description of work Quantity Unit Rate In figures Amount

29 Regulatory / Mandatory Sign :-Providing and fixing sign 8.00 Each 3540.13

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

(Aluminum composite Panel); size 60 cms. Dia Circle as per

design of IRC-67-2012. Pre treated with phospheting process

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

coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of Iron Angle 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 bestquality 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 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

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. (B) Class-B Type-4 Retro

Reflective sheeting.

30 Chevron sign :-Providing and fixing sign boards made out of 34.00 Each 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of35x35x3mm; painted with bestquality epoxy coatings

in black and white bends. the details of symbol or inscription /

numerals for each board shall be as per the instruction of

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

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 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-B Type-4 Retro Reflective sheeting

31 Providing and fixing hectometer as per I.R.C. type design 4.00 Each 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10.

32 Providing and erecting a 'W' metal double beam crash barrier 356.00 Rmt 4956.07

comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m center to center,

m high, 1.1 m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all fittings to

confirm 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

mm, 330 mm long complete as per clause

Description of work Quantity Unit Rate In figures Amount

33 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 144.00 Each 217.41

Markers made of polycarbonate and ABS moulded body and

reflective panles with micro prismatic lens (No Glass lens)

capable of providing total internal reflection of light entering

the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and Complyinh to

Specification 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 20mm, 130 mm and 130mm

and with minimum reflective area of 13 sqcm on each side and

the slope to the base shall be 35+/-5 degrre. The body of the

marker should having finger grip for easy and accurate

placement and application with epoxy/ bituminous Adhesive as

recommended by the manufacturer of the marker. The color of

the marker should be as per the IRC 35-2015 and as directed

by Engineer-in-charge

34 Excavation for foundation in sand, gravel ,clay , soft soil & 1239.00 Cum 501.09

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuffs directed.

35 Providing and casting in situ controlled cement concrete of M-

25 for P.C.C. retaining wall as per drawings including

centering shuttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.

(A) 0 to 5 mt 1521.20 Cum 5171.20

(B) 5 to 10 mt 9.80 Cum 5487.33

36 Providing and fixing pre-cast concrete kerb stone of gray 334.20 Rmt 361.64

cement based concrete block 30cm length,30cm height and

15cm thick of M250 grade concret as per approved design and

including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

37 Construction of 200 mm thick compacted coarsed granular 192.00 Cum 1202.64

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed

B.T. stone aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to

2.36 mm @ 20% and 2.36 mm below @ 30 % ) including

spreading in uniform layer 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 etc. complete.

38 Close Graded Premix Surfacing/Mixed Seal Surfacing 880.00 Sq.m 162.41

(Mechanical means using HMP of appropriate capacity not less

than 75 tonnes/hour. Providing, laying and rolling of close-

graded premix surfacing material of 20 mm thickness

composed of 11.2 mm to 0.09 mm (Type-a) aggregates using

penetration grade bitumen to the required line, grade and level

to serve as wearing course on a previously prepared base,

including mixing in a suitable plant, laying and rolling with a

Smooth wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. )

Description of work Quantity Unit Rate In figures Amount

39 Facility Informatory Sign :-Providing and fixing sign boards 4.00 Nos 3990.64

made 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 High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of Iron Angle 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 bestquality 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 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

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. (B) Class-B Type-4 Retro

Reflective sheeting.

40 Providing and fixing guard stone as per I.R.C. type design 44.00 Nos 349.11

including white washing etc. complete.(ii) Fixing in C.C.

41 Diversion Ahead Sign :-Providing and fixing sign boards made 8.00 Nos 9867.07

out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 180x60 cms. rectangular as per design

of IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB

Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The

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

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

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 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. (B)Class-B Type-4 Retro Reflective sheeting

42 Supplying and fixing reinforced concrete heavy duty 100.00 Rmt 4491.62

nonpressure pipes with collars for culverts including setting

and joining the pipes in C.M. 1:2 watering and laying (To level

of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (v) 1000 mm dia.

Description of work Quantity Unit Rate In figures Amount

43 Box cutting the road surface to proper slope and camber for 61.00 Cum 207.40

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead.

Total Of Schedule BOQ:

In Words :- Five Crore Thirty Lakhs Eighty Four Thousand Six Hundred Fifty Five Rupees and Nineteen Paisa Only.

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures and words) of

the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………...........…% Above

Net Rs. Total Rs.

In words In words

Note 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.

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in

Note 6:-An amount of Rs. 7,11,882.00 ( Seven Lakhs Elevan Thousand Eight Hundred Eighty Two Rupees Only.) towards estimated credit value of

dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on site.

Note 7:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Divisional Account officer Executive Engineer

Dharampur (R&B) Sub Division Valsad (R&B) Division Valsad (R&B) Division

Dharampur Valsad Valsad

Signature of Bidder: