MMGSY

Name of Work :- Construction of Kahanvadi Kothivadi Nadi to Mahisagar River Joining Road (VRNP) Km. 0/000 to

1/400 Ta.:- Anklav Dist.:- Anand Pkg. No. AND/MMGSY/NORMAL/2026-27/07

Taluka :Anklav District : Anand

1 Construction of Kahanvadi Kothivadi Nadi to Mahisagar River Joining Road (VRNP) Km. 0/000 to 1/400 Ta.:- Anklav

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.56 Ha. 28455.10

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

2 Earthwork for embankment including breaking clods, dressing with all lead and 5535.00 Cum 132.38

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

3 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 141.00 Cum 109.41

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

between top edge and cutting and toe of spoil bank.

4 Rolling and watering of earthwork in layers with power roller including filling 99.00 Cum 22.96

indepressions which occur during the process.

5 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry 168.00 Cum 1054.44

spall with all lead and lift and including watering and rolling and consolidation of

subgrade in layers including filling the depressions which occur during the

process using power roller 80 KN to 100KN Static Weight.

6 Providing and laying 100mm thick Granular sub base in required layer by 596.00 Cum 1268.56

providing coarse graded materials Grading-II using B.T. M.C. Metal 53.00mm to

26.5mm @ 35%, aggregate 26.50 to 4.75mm @ 45% and Stone dust @ 20% as

per Table 400-2 of MORT&H gradation including conveying the materials at site

of work, mixing & spreading in to grade and camber, watering & consolidating at

OMC with vibratory roller including the cost of material, labours etc. complete.

7 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 596.00 Cum 1775.58

MCBT metal size 45 to 90 mm size) (1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt,

Stone dust 0.09 Cmt per Total 1 Cmt of Compacted volume) including spreading

in uniform thickness, hand packing, rolling with vibratory roller 80 -100 kN

static wt. to proper grade and camber, applying and brooming, stone screening/

binding materials to fill-up the interstices of course aggregate watering and

compacting etc. complete as per Specification.

8 Providing and laying 150 mm thick in 2- Layer Compacted WBM ( Using loose 860.00 Cum 1673.57

volume, MCBT metal size 45 to 63 mm size) (1.21 Cmt.B.T. Grit 11.2 mm size

0.12 cmt, Stone dust 0.06 Cmt per Total 1 Cmt of Compacted volume) including

spreading in uniform thickness,hand packing, rolling with vibratory roller 80 -

100 kN static wt. to proper grade and camber, applying and brooming, stone

screening/ binding materials to fill-up the interstices of course aggregate watering

and compacting etc. complete as per Specification.

9 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 30.00 Rmt 1095.19

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 NP3 of following internal

diameter. (i) 300 mm dia.

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

10 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 414.00 MT. 3266.34

using asphalt grade VG 30 for tackcoat at the rate of 4.0 Kg./10 sqm. using B.T.

stone aggregates as per MORT & H gradation and specification with the asphalt

of VG-30 grade at the rate of 1.99% i.e.19.90 Kg./M.T. including heating and

mixing asphalt and aggregate by continuous drum mix plant, transporting the

mix, and spreading the same by paver finisher and consolidation by vibrator

roller of 80 to 100 KN Static WT including cost of all materials, fuel, labours,

tools and plant etc using contractor's own machinaries etc. complete.

11 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt 455.00 MT. 4126.86

grade VG 30 for tackcoat at the rate of 2.50 Kg./10 sqm. using crushed stone

aggregate as per MORT & H gradation and VG-30 grade Bitumen at the rate of

3.40% by weight of total mix ( ie 34 kg. / MTon of mix ) for binding including

heating & mixing the asphalt and aggregates by contineous Drum mix plant

and transporting the mix and spreading the same by paver finisher and

consolidation with vibratory road roller of 80 to 100 KN Static WT including

providing and laying uniformly tack coat and using contractor's own machinaries

including cost of all materials, fuel, labours, tools and plant etc using contractor's

own machinaries etc. complete.

12 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping as 254.00 MT. 5144.94

per MORT & H specification and asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 5.09 % of total weight of mix including heating the asphalt and

aggregate mixing by continuous Drum mix plant transporting mixed material and

spreading the same by pavers finisher and consolidation by vibratory roller of

Kn to 100 Kn static weight and flushing sand or stone dust @ 0.03 cmt / 10 smt

including cost of labour, oil, lubricant etc using contractor's own Machineries

and plant firewood, oil, kerosene, labour charges etc. complete

13 Providing and fixing Hectometer as per I.R.C. type design including painting, 6.00 Nos. 356.50

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

14 Providing and fixing guard stone as per I.R.C. type design including white 60.00 Nos. 350.81

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

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 2.00 Nos. 704.34

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

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

16 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 4.00 Nos. 3379.00

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process & acid etching; coated with one

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

retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

x 6mm as required; painted with bestquality epoxy coatings in black andwhite

bends. The details of symbol foreach board shall be as per theinstruction 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) Engineer Grade(VR)

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

17 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2.00 Nos. 5045.37

2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid etching; coated with one coat

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

retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post 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 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete under the supervision of

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

18 Direction sign (Junction board):-Providing and fixing sing boards made out of 2.00 Nos. 14831.71

2mm aluminium sheet; size 244 x 122cms. rectangle as as per the design of IRC-

67-1977 pre treated with phospheting process & acid etching; coated with one

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

retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as

required; painted with best quality 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 block of

size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete

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

19 Road marking with hot applied thermoplastic paints withreflectorising glass 294.00 Sq.mt 367.73

beads on bitumin surface providing and laying ahot applied thermoplastic

compound 2.5 mm thick includingreflectorising glass beads @ 250gms per sqm

area, thickness of2.5mm is excluding of surface applied glass beds as per IRC:35-

2015.The finished surface to be level, uniform and free from streaks andholes.

zebra patta /bump patta lane/center line/ edge line/cut patta.The white color

marking should provide liminance coefficinet oncemend road shalll be min

mcd/m2/lux and Asphalt road shall bemin 100 mcd/m2/lux during the service life

during the day time. Themarking should meet the performance criteria for night

timereflectivity, wet reflectivity and skid resistance as mentioned in thesection-

15 of IRC 35-2015. Warranty for the Retro reflectivity shouldbe two years.

20 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 163.00 Nos. 375.72

injuction high compressed molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

21 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 Nos. 10557.53

information board as per instruction. Two ACP sheets of 3 mm thick, of 900 mm

x 750mm size fixed at top & bottom duly rivetted with MS angles of 25 x 25 x

mm thick M.S angle shall be welded by two vertical M.S angle of 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 75mm, below ground level.

The letters & figure of any shade reflectorised with High Intensity Prismatic

Grade Retro Reflective Sheeting of Type-4 as per ASTM D-4956 and latest

MORD specifications; All sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity Grade Retro Reflective

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

22 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory 1.00 Nos. 4607.62

sign board with Logo as per section 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Two Plates of ACM (Aluminum

Composite Material), material specifications as per clause 17001.3. The top most

plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with

MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets

over angle and flat iron frame will be done neatly to have plain surface on one

side. The angle iron frame of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this post will be embeded in cement

concrete M15 grade block of 450x450x600mm below ground level. The height

of the bottom of the lower plate will be 1200mm from normal ground level. The

spacing between the diamond shaped plate and Lower Plate is kept 150mm.

MMGSY logo, letters and numerals on the ACM should be made up of Retro

Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD

section 1700 and IRC 67-2012 specifications. Al the section of the frame and

posts shall be painted with primer and two coats of epoxy paint. The design,

painting and lettering shall be done as per the MMGSY Logo sign Design and as

directed by Engineer in-charge. A warranty for 5 years for the Retro reflective

sheeting for Type-1 Class-A from original manufacturer shall be submitted by

23 MMGSY Project Information Board: Providing and fixing of typical PMGSY 1.00 Nos. 10102.02

Project informatory sign board with Logo as per 1700 of MORD specifications

and drawing. The board will be a composite unit consisting of Three Plates ACM

(Aluminum Composite Material), material specificaitons as per clause 17001.3.

The top most plate will be of 3mm ACM in diamond shape of 600x600mm size,

riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be 1200x150mm size riveted with MS angle

iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM

lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame

of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron

frame will be done neatly to have plain surface on one side. The angle iron frame

of lower most plate and flat iron frame of the middle plate will be welded to two

nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre

to centre. the top of the middle plate will be flushed with the top of 75mm dia

medium steel tube posts and these posts will be embeded in cement concrete

M15 grade block of 450x450x600mm below ground level. The height of the

bottom of the lower plate will be 1200mm from normal ground level and the

bottom of the middle plate will be 100mm above the top level of the lower most

plate. the diamond shaped plate mounted over flat angle iron frame will be

connected to middle plate by square steel section of 47mmx47mm, thickness

12SWG having a spacing of 100mm between the diamond shaped plate and

middle plate and this square section will be riveted to the bottom point of the

diamond shaped plate. MMGSY logo, letters and numerals on the ACM should

be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per

the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of

the frame and posts shall be painted with primer and two coats of epoxy paint.

The design, painting and lettering shall be done as per the MMGSY Signage

Guide and as directed by Engineer-In-charge. . A warranty for 5 years for the

Retro reflective sheeting for Class-A respectively, from original manufacturer

shall be submitted by contractor.

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

24 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 2.00 Nos. 3268.76

aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977

pre treated with phospheting process & acid eteching; coated with one coat of

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

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm

as required; 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 60cms. for

each leg. including excavation curing etc. complete under the supervision of

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

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

aluminium 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)...

26 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 229.00 Cum 253.89

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

Dense or Hard soil

27 Providing and filling in foundation with ordinary Cement concrete M-100 mix 31.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

28 Providing & casting in situ oridinary cement concrete M-150 Mix and providing 288.00 Cum 3921.83

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

finishing concrete without v-grooves (A) 0 to 5 mt

29 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 2005.00 Kgs. 77.29

binding and placing in position complete upto floor two level

30 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 22.50 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.

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

31 Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 40.00 Each 48.11

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

detailed specification.

32 Providing and laying - Fitter Media 600mm thick directed at the back of 64.00 Sq.mt 1239.36

abutments, returns and wing walls as per detailed specifications.

Rupees One Crore Six Lakh(s) Eighty Seven Thousand Sixteen And Paise Sixty Three Only

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 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.

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_MMGSY_Anklav_Pkg-07_(NORMAL) Page