Resurfacing and Strengthening of KhojalwasaGhataChhatvada Road (ODR) km. 0/000 to 6/200 Ta-Nandod Dist-Narmada Under Ba.U.Jo (2025-26- TRIBLE)

Name of Work :- Resurfacing and Strengthening of Khojalwasa Ghata Chhatvada Road (ODR) km. 0/000 to 6/200 Ta. :-

Nandod Dist. :- Narmada Under Ba.U.Jo (2025-26- TRIBLE)

Taluka :Nandod District : Narmada

1 Resurfacing and Strengthening of Khojalwasa Ghata Chhatvada Road (ODR) km. 0/000 to 6/200 Ta. :- Nandod Dist. :-

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 1.59 Ha. 28455.09

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Scarifying & removing bitumen macadam surface including Completely removing 2119.00 Sq.mt 42.59

out the entire existing bituminous surface, stacking useful materials on road side

and disposing off remaining stuff. complete. as per instruction in Charge Engineer

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 749.00 Cum 852.44

providing close graded M.C.B.T. material in single layer with motor graderon

prepared surface, mixing by mix in place method with rotovator at OMC and

compacted with vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 212.00 Cum 1167.56

to 45 mm in required layers including using 16% stone screening 13.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 1166.00 Cum 1253.41

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

6 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 36.00 Cum 137.33

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

7 Earthwork for embankment including breaking clods,dressing with all lead and lift 2554.00 Cum 168.63

(including watering and consolidation) (A) From Borrow pits within land width

8 Rolling & watering of earthwork in layers with power roller including filling in 36.00 Cum 23.18

depressions which occur during the process.

9 Providing and laying evenly Tack coat with Bitumen emulsion (RS-1) at the rate of 11861.00 Sq.mt 21.11

4.00 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed

with all labour and materials

10 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 21116.00 Sq.mt 13.43

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with all

labour and materials

11 Providing & Laying 37.50 mm Compacted thick Bituminous Macadam with B.T. 1760.00 M.T 2641.15

Aggregate as per MORT & H specification & 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 continuous batching 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.

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips as per 1007.00 M.T 3431.98

MORT&H gradation Type - A and Specification with bitumen grade VG-30 for

mixing at the rate of 51.00 kg/M.T. of total weight of mix (i.e. 5.10 % of total wt.

of mix) and mixing aggregate and asphalt by drum mix plant and spreading the

same by paver finisher including rolling and consolidation with static roller and

providing tools and plant fire wood, oil, kerosene, labour charges using contractor

own machineries etc.

13 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 516.00 Cum 4998.49

Road laid as directed including temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer Incharge.

14 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 7.00 Nos. 704.33

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R road V.R.)

15 Providing and fixing hectometer as per I.R.C. type design including painting, 25.00 Nos. 356.50

lettering etc. complete. (I)Fixing in C.C. 1:5:10

16 Providing and fixing guard stone as per I.R.C., type design including white 84.00 Nos. 350.81

washing etc. complete. (I)Fixing in C.C. 1:5:

17 Citizen' s information Board- Providing and fixing of typical information board as 1.00 Nos. 23756.21

per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at

top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate

shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm thick

to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750 mm, below ground level.

Painting New letters & figure of any shade with ready mixed synthetic enample

paint of superior quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two coats of epoxy paints as

per detailed drawing

18 Providing and fixing Junction board of M.S. plates and angles as per standard 4.00 Nos. 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete as per detailed drawing

19 Road marking with hot applied thermoplastic paints with reflectorising glass beads 1390.00 Sq.mt 367.72

on bitumin surface providing and laying a hot applied thermoplastic compound

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 liminance coefficinet on cement road shalll 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.

Warranty for the Retro reflectivity should be two years.

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

20 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 114.00 Nos. 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching; coated with

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

with Micro Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol 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 originaa 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

21 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium 3.00 Nos. 6397.43

sheet / 4mm ACP (Aluminum composite Panel); size 90x60 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; 3.3mtr 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 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. (B) Class-B

Type-4 Retro Reflective sheeting

22 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 58.00 Nos. 3518.69

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

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

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 42.00 Nos. 3906.19

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

24 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 1519.00 Nos. 217.40

polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total internal reflection of the light

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

to ASTM D 4280 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 of 13 Sqcm on each side and the slope to the base shall be 35 +/-

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.

25 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana diamond 1.00 No. 4256.14

size (600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm)

Gauge thick M.S plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous color as per drawing etc.

26 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 346.00 Cum 259.94

useful materials and disposing of the excavated stuff upto 50 meter lead.(B) Dense

27 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 295.00 Cum 3211.27

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

28 Providing and casting in situ ordinary cement concrete M-150 mix and 1796.00 Cum 3787.50

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

29 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 245.00 Rmt 4710.56

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. (iv) 900 mm dia.

30 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 37.50 Rmt 6621.26

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. (iv) 1200 mm dia.

31 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 16694.00 Kgs. 77.29

binding and placing in position complete upto floor two level

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

32 Filling around the pipes with murrum including dressing, tampering etc. complete. 130.00 Cum 90.64

33 White washing with lime on wall surface (two coats) to give an even shade 932.00 Sq.mt 13.00

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter.

34 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 1088.00 No 88.76

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

35 Providing and laying filter Media 600mm thick directed at the back of abutments, 618.00 Sq.mt 1268.87

returns and wing walls as per detailed specifications.

36 Providing temporary all weather and fair weather diversion suitable for the traffic 6.00 No 10100.00

during construction period of the bridge including providing necessary drains and

all safety measures including red lamps/signals at night for traffic etcFor HP

37 Dismentaling the existing structure including removing and stacking the 392.00 Cum 952.52

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

38 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium 2.00 Nos. 3856.90

sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

39 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having 4.00 Nos. 1988.69

(Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering

with ordinary paint colour as per instruction of engineer in charge.

40 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 860.00 Rmt. 3496.62

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

cm above road/ground level, fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause

41 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 444.00 Cum 523.29

including shoring, strutting dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

42 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 919.00 Cum 625.88

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

43 Excavation in large boulders and soft rock by welding including shoring, strutting 671.00 Cum 733.63

and dewatering as necessary and disposing of the excavated stuff as directed.

44 Providing and filling in foundation with ordinary Cement concrete M‐150 mix and 138.00 Cum 3581.46

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

45 Providing & casting in situ ordinary cement concrete M-200 mix and providing 1845.00 Cum 4158.17

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

46 Providing & casting in situ ordinary cement concrete M-200 mix and providing 72.00 Cum 4665.19

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(B) Height from 5.0 M. to 10.0 M.

47 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 74.89 MT. 73610.59

grade Fe-500D for following items including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for various structural

48 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 74.00 Cum 5177.26

works in pier cap abutment cap and dirt wall including controlled cement concrete

M-300 Bed block or pedestal or required size below bearings as per detailed

drawings, centering, scaffolding, curing &, vibrating & finishing etc. competed.

49 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 461.00 Cum 5243.92

slab including centering, scaffolding, curing and finishing complete.

50 Providing and casting in situ controlled cement concrete M-250 for average 75 88.00 Cum 5171.20

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

51 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring 148.00 Rmt 450.07

by drilling holes in foundation strata including necessary bending, hooking of

dowel bars and grouting the holes complete as per detailed drawing and as

52 Providing and fixing in position FE 500D steel dowel bars in pier caps or 30.00 Each 456.52

abutment caps for anchorage in fixed end as per detailed drawings including

cutting, bending and welding complete.

53 Providing and fixing in position FE 500D steel dowel bars in pier caps or 30.00 Each 534.29

abutments caps for anchorage in free end as per detailed drawing including

cutting, bending and welding complete.

54 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 39.00 Nos. 159.37

as per drawings.

55 Providing of an reinforced cement concrete crash barrier at the edges of the 217.00 Rmt 4606.61

bridge, approached to bridge structure, constructed with M-250 grade cocncrete

with fe 500 D reinforcement conforming to IS 1786 with asphalt filler joint at

every 10 meter and painting on cocnrete surface 15cm yellow and black alternate

as per detailed drawing and engineer in charge.

56 Reinforced Cement Concrete Crash Barrier:- Provision of an Reinforced cement 81.00 Rmt 1380.67

concrete crash barrier at the edges of the road,approaches to bridge structures and

medians, constructed with M-20 grade concrete withHYSD reinforcement

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

filled with pre-moulded asphalt filler board, keyed to the structure on whichit 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 atlocations directed by the Engineer, all as specified) (i)

M25 Grade Concrete

57 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 82.00 Sq.mt 703.53

58 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 4.00 Job 5000.00

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

59 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 2.00 Nos. 6704.36

/ 4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal 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 D4956 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

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.

60 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 62.00 Nos. 3540.12

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 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

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.

61 Diversion Ahead Sign :-Providing and fixing sign boardsmade out of 2mm 12.00 Nos. 9867.07

aluminium sheet / 4mm ACP(Aluminum composite Panel); size 180x60

cms.rectangular as per design of IRC-67-2012. Pre treatedwith phospheting

process & acid etching; coated withone coat of epoxy primer and two coats of best

qualityepoxy paint ; reflectorised with High Intensity PrismaticGrade retro

refiectivesheeting of Type-4 as per ASTMD-4956 and latest

M.O.S.T.Specifications; 3.1 mtr longstand post (2 Nos ) of Iron Angle 50 x 50 x

5mm / 50NBCircular MS Pipe as required and frame fabricated fromsuitable size

iron angle of 35 x 35 x 3mm; painted withbestquality epoxy coatings in black and

white bends. Thedetails of symbol for each board shall be as per theinstruction of

engineer in charge. The fixing at site shallbe in 1:2:4 CC blockof size 45 x 45 x

Cms. for eachleg including excavation, curing etc.complete under thesupervision

of engineer in charge. A warranty for 7 yearsfor the Retro reflective sheeting from

originalmanufacturer & a certified copy of 3 year outdoorexposure test report from

third party test lab for theproduct offered shall be submitted by contractor.

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

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

62 Around the Island / Road Direction Sign (Big) :-Providingand fixing sign boards 12.00 Nos. 9585.24

made out of 2mm aluminiumsheet / 4mm ACP (Aluminum composite Panel);

size180x60 cms. as per design of IRC-67-2012. Pre treatedwith phospheting

process & acid etching; coated withone coat of epoxy primer and two coats of best

qualityepoxy paint ; reflectorised with High Intensity PrismaticGrade retro

refiectivesheeting of Type-4 as per ASTMD-4956 and latest

M.O.S.T.Specifications; 3.3 mtr longstand post of Iron Angle 75 x 75 x 6mm /

65NB CircularMS Pipe as required and frame fabricated from suitablesize iron

angle of 35 x 35 x 3mm; painted withbestquality epoxy coatings in black and white

bends. Thedetails of symbol for each board shall be as per theinstruction of

engineer in charge. The fixing at site shallbe in 1:2:4 CC blockof size 45 x 45 x

Cms. for eachleg including excavation, curing etc.complete under thesupervision

of engineer in charge. A warranty for 7 yearsfor the Retro reflective sheeting from

originalmanufacturer & a certified copy of 3 year outdoorexposure test report from

third party test lab for theproduct offered shall be submitted by contractor.

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

63 Men at work (Heavy) sign :-Providing and fixing signboards made out of 2mm 12.00 Nos. 9148.16

aluminium sheet / 4mm ACP(Aluminum composite Panel); size 120cm x 90cm as

perdesign of IRC-67-2012. Pre treated with phosphetingprocess & acid etching;

coated with one coat of epoxyprimer and two coats of best quality epoxy paint

;reflectorised with High Intensity Prismatic Grade retrorefiectivesheeting of Type-

4 as per ASTM D-4956 andlatest M.O.S.T.Specifications; 3.6 mtr long stand post

(2Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular MSPipe as required and

frame fabricated from suitable sizeiron angle of 50x50x5mm; painted with

bestquality epoxycoatings in black and white bends. the details of symbolor

inscription / numerals for each board shall be as perthe instruction of engineer in

charge. The fixing at siteshall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

foreach leg including excavation, curing etc.complete underthe supervision of

engineer in charge. A warranty for 7years for the Retro reflective sheeting from

originalmanufacturer & a certified copy of 3 year outdoorexposure test report from

third party test lab for theproduct offered shall be submitted by contractor.

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

64 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 mm aluminium 12.00 Nos. 590.98

sheet / 4 mm ACP (aluminum Composite Panel), size 30cms diameter circle,

pretreated with phospheting process and acid etching, painted withone coat of

epoxy primer and two coats of best quality epoxy paint reflectorised with retro

reflective sheetingas per latest M.O.S.T. specifications. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting

65 Providing and fixing Number plate of Marble plate stone of required size set in 1.00 Nos. 306.15

C.M. 1:4 including finishing and engeaving letters etc. completes.

66 Providing and supplying mechnically double twisted highly galvanized with 1500.00 Cum 3451.17

(PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x 12 cm woven

wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per ASTM A975-97,

size of gabion, including providing and laying stones in the gabions and arranging

them in a required manner in the section or such other structure with arranging in

required layer thickness and arranging gabions , with the crane if required (if

required as per drawings or as directed ) with all material , labour , tools,lead and

lift etc. comp.

67 Providing and laying Nonwoven Geo Fabric Filter over the excavated surface as 1230.00 Sq.mt 101.00

perspecification including stiching with overlap to design profile as per directed in

tidal range etc. complete.

02. Sch B_Ba.U.Jo_Khojalvasa Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

68 Providing and casting in situ Ordinary cement concrete M150 for R.C.C. Raft 76.00 Cum 3583.27

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

69 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 86.00 Cum 4490.46

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete

70 Providing and casting in situ Controlled cement concrete M-250 mix and 86.00 Cum 4263.21

providing necessary pin headers including shuttering, scaffolding, laying vibrating,

curing and finishing etc., complete without grooves(Height from 0.0 to 5.0 mt.}

71 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 1525.00 Cum 458.30

useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft

Rock not Requiring Blasting

Rupees Five Crore Eighty Two Lakh(s) Forty Five Thousand One Hundred Thirty Five And Paise Eighty

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

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

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 Credit of Dismentalled /Reuse materils amounting of Rs. 1132254.78 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

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

Sr.Divisional Account Officer Dy.Executive Engineer

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

Rajpipla Rajpipla

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Ba.U.Jo_Khojalvasa Page