MMGSY

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

1 Construction of Sisva Approach Road (VRNP) Km. 0/000 to 0/400 Ta.:- Borsad Dist.:- Anand

2 Construction of Chuva Vasakui Sim Vistar Road (VRNP) Km. 0/000 to 0/850 Ta.:- Borsad Dist.:- Anand

3 Construction of Chuva Khanpur Road to Ravnapura Road (VRNP) Km. 0/000 to 0/450 Ta.:- Borsad Dist.:- Anand

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 0.68 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 2899.00 Cum 132.38

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

3 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry 156.00 Cum 1197.63

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.

4 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 480.00 Sq.mt 706.93

block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

5 Providing and laying 100mm thick Granular sub base in required layer by 780.00 Cum 1410.88

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.

6 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 541.00 Cum 1967.26

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.

7 Providing and laying 150 mm thick in 2- Layer Compacted WBM ( Using loose 782.00 Cum 1854.15

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.

8 Supplying and fixing reinforced concrete heavy duty non pressure pipes with 56.00 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_Borsad_pkg_25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 377.00 MT. 2701.13

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.

10 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt 414.00 MT. 3259.66

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.

11 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping as 232.00 MT. 3923.89

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

12 Dismentaling the existing structure including removing and stacking the 165.00 Cum 930.36

dismentelled materials as and where directed. (A) RCC Work

13 Providing & Casting in situ Ordinary cement concrete M-200 mix with Trimix 454.00 Cum 4613.68

C.C Road with laid as directed including temping, vibrating, finishing, curing

and filling in joints with bitumen etc as per Engineer Incharge.

14 Providing and fixing Hectometer as per I.R.C. type design including painting, 8.00 Nos. 356.50

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

15 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

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 3.00 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.)

17 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 12.00 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_Borsad_pkg_25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 6.00 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)...

19 Direction sign (Junction board):-Providing and fixing sing boards made out of 5.00 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)...

20 Road marking with hot applied thermoplastic paints with reflectorising glass 358.00 Sq.mt 367.73

beads on bitumin 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 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.

21 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 198.00 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)

22 Citizen' s information Board- Providing and fixing of typical MMGSY 3.00 Nos. 11612.98

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_Borsad_pkg_25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory 3.00 Nos. 5068.18

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

24 MMGSY Project Information Board: Providing and fixing of typical PMGSY 3.00 Nos. 11112.02

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_Borsad_pkg_25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 6.00 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)...

26 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3.00 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)...

27 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 352.00 Cum 253.89

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

Dense or Hard soil.

28 Providing and filling in foundation with ordinary Cement concrete M-100 mix 271.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix and 395.00 Cum 3921.83

providing necessary pin headers including shuttering, scaffolding, laying,

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

30 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 16401.00 Kgs. 77.29

binding and placing in position complete upto floor two level

31 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.

32 Providing & casting in situ ordinary cement concrete M 200 mix and providing 20.00 Cum 4292.50

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.

33 Providing and laying - Fitter Media 300mm thick directed at the back of 16.00 Sq.mt 620.14

abutments, returns and wing walls as per detailed specifications.

34 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 92.00 Each 48.11

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

detailed specification.

35 Earthwork for embankment including breaking clods, dressing with all lead and 19.00 Cum 109.42

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

02. Sch B_MMGSY_Borsad_pkg_25 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

36 Providing and laying - Fitter Media 600mm thick directed at the back of 116.00 Sq.mt 1239.36

abutments, returns and wing walls as per detailed specifications.

Rupees One Crore Fourty Seven Lakh(s) Eighty Eight Thousand Nineteen And Paise Seventy Two 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_Borsad_pkg_25 Page

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :-

Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

INDEX OF SPECIFICATION

Applicable Separate Road

Specification booklet attached

Tender Discription of item as per schedule "B" of the tender.

Item No. Pg No.

1 Clearing and grubbing road land including uprooting rank vegetation grass Attached Separetely

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

2 Earthwork for embankment including breaking clods, dressing with all lead and lift Attached Separetely

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

3 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry spall Attached Separetely

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.

4 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block Attached Separetely

60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically

and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer

for levelling and filling the joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

5 Providing and laying 100mm thick Granular sub base in required layer by providing Attached Separetely

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.

6 Providing and laying 100 mm thick Compacted WBM (Using loose volume, MCBT Attached Separetely

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

7 Providing and laying 150 mm thick in 2- Layer Compacted WBM ( Using loose Attached Separetely

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

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

8 Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars Attached Separetely

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

9 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer using Attached Separetely

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.

Applicable Separate Road

Specification booklet attached

Tender Discription of item as per schedule "B" of the tender.

Item No. Pg No.

10 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt grade Attached Separetely

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.

11 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping as per Attached Separetely

MORT & H specification and asphalt grade VG-30 for mixing @ 50.90 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 80 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

12 Dismentaling the existing structure including removing and stacking the dismentelled Attached Separetely

materials as and where directed. (A) RCC Work

13 Providing & Casting in situ Ordinary cement concrete M-200 mix with Trimix C.C Attached Separetely

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

joints with bitumen etc as per Engineer Incharge.

14 Providing and fixing Hectometer as per I.R.C. type design including painting, lettering Attached Separetely

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

15 Providing and fixing guard stone as per I.R.C. type design including white washing etc. Attached Separetely

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

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including Attached Separetely

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.)

17 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm Attached Separetely

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 75 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

18 Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 2mm Attached Separetely

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)...

Applicable Separate Road

Specification booklet attached

Tender Discription of item as per schedule "B" of the tender.

Item No. Pg No.

19 Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm Attached Separetely

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)...

20 Road marking with hot applied thermoplastic paints with reflectorising glass beads on Attached Separetely

bitumin 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 liminance coefficinet

on cement road shalll be min 130 mcd/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 resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

21 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine Attached Separetely

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)

22 Citizen' s information Board- Providing and fixing of typical MMGSY information Attached Separetely

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 5 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

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

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 sheeting

Applicable Separate Road

Specification booklet attached

Tender Discription of item as per schedule "B" of the tender.

Item No. Pg No.

23 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign Attached Separetely

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 contractor.

24 MMGSY Project Information Board: Providing and fixing of typical PMGSY Project Attached Separetely

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.

Applicable Separate Road

Specification booklet attached

Tender Discription of item as per schedule "B" of the tender.

Item No. Pg No.

25 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm Attached Separetely

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)...

26 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium Attached Separetely

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)...

27 Excavation for foundation upto 1.5M. depth including sorting out and stacking of useful Attached Separetely

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

28 Providing and filling in foundation with ordinary Cement concrete M-100 mix and Attached Separetely

providing necessary vertical pin headers including formwork, vibrating, ramming and

curing complete.

29 Providing and casting in situ ordinary cement concrete M-150 mix and providing Attached Separetely

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.

30 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, Attached Separetely

binding and placing in position complete upto floor two level

31 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for Attached Separetely

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

32 Providing & casting in situ ordinary cement concrete M 200 mix and providing Attached Separetely

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.

33 Providing and laying - Fitter Media 300mm thick directed at the back of abutments, Attached Separetely

returns and wing walls as per detailed specifications.

34 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe of Attached Separetely

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

35 Earthwork for embankment including breaking clods, dressing with all lead and lift Attached Separetely

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

36 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, Attached Separetely

returns and wing walls as per detailed specifications.

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

SCHEDULE FOR TESTING OF MATERIALS

For ensuring quality control and workmanship, various tests prescribed below for materials shall be taken at periodical intervals as stipulated below.

The material should be tested in GERI or Private laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid Govt.

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which Frequency @ which test shall be Total Nos of

per tested. Materials shall be carried out carried out test to be

Schedule 'B' taken

1 45 to 90 MC.Metal Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

2 40 to 63 M.C.Metal 946.22 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

3 25 to 40 M.C.Metal 654.61 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

4 Kapchi 20 mm Nominal 2089.31 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

5 Grit (6 mm) 40.99 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

6 Grit as Key aggregate (12 mm) 62.85 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

02. Sch B_MMGSY_Borsad_pkg_25

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which Frequency @ which test shall be Total Nos of

per tested. Materials shall be carried out carried out test to be

Schedule 'B' taken

7 Suspended Solids (IS 3025 Part 17)

Sample taken at each source tested at

Water Sulphets (IS 3025 Part 24)

an approved test house

Chlorides (IS 3025 Part 32)

8 Supplying of Quarryspall 180.96 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

9 Supplying of Sand/ 495.00 Cum *Silt Content,F.M One test per 250 Cum

10 Stonedust 432.30 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

*Flakiness Index of 500 to 1500 - cum. 5 test

1500 to 5000 - cum. 7 test

11 Sel;ected Soil for Embankment 2899.00 Cum P.I ,CBR,MDB

12 Rubble 0.00 Cum *Density & Los Angeles abrasion As per IRC:SP:116-2018

13 Asphalt (VG-30) 36.65 M.T. Viscosity Test Tanker test in Geri Lab. Only as per norms

as per I.S. 1206 Up to 10

Above 50 one per Tanker

Ductility Test As per I.S.

Specification Gravity test As per I.S.

Softening point test As per I.S.

Quality of binder test 3 test per 2 tankers on plant site.

14 Tack Coat *Binder Temperature for application

Irregular close in intervals

*Rate of spread of Binder. 2 test per Day.

02. Sch B_MMGSY_Borsad_pkg_25

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which Frequency @ which test shall be Total Nos of

per tested. Materials shall be carried out carried out test to be

Schedule 'B' taken

15 Carpet & Seal Coat. Mix Grading One Test on Individual

Temperature of binder in Boilor Constituents and mixed aggregates from the

aggregates in the dryer and dryer for each 100 tonnes of mix subject to

mix at the time of laying and minimum of Two tests per plant per day.

rolling. ( Binder content One Test for each 100 tones of mix

vide 45/MD. 2172) subjects to minimum of two per Day.

Rate of Spreaded mix materials. Regular control through checks on layer

16 Cement (OPC) 347.635 M.T. *Consistency,Soundness 1 test @ 50.0 M.T. 100 T 2 tests,

*Setting time,Finessness Test 200 T 3 tests, 300 T 4 tests, 500 T 5 tests,

*Compressive Strength. 800 T 6 tests, 1300 T 7 tests & 8 testd

for large consingment.

17 Steel (TMT) 16.40 M.T. *Tensile, (TMT) As per Manual of Quality Control 1 test per

Yield 1 test/40 tonnes / per category each

*Elongation categorey

18 C.C.Cube Test 1:2:4 *Compressive Strength. 1 to 5 cmt - 1 No

M150 395.00 51 to above - 4 +1 additional sample

for each 50 cu.mt. Or part there of.

02. Sch B_MMGSY_Borsad_pkg_25

Item No. as Brief Description of materials to be Qty. of Unit Prescription of test which Frequency @ which test shall be Total Nos of

per tested. Materials shall be carried out carried out test to be

Schedule 'B' taken

19 Retro Reflective Sheeting for the signage 21.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Road studs / Cat Eyes 198.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

21 Hot Applied Thermoplast Road Marking 358.00 Sqmt as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

Note (1):- In case of excess in quantity. Further more test shall be carried out as per required frequency.

Apart from above listed materials for carrying out various tests during Road / Structure Construction Works , if any other than above mentioned

material/s are to be used during road / structure construction work then it must be tested as per prevailing criteria of Govt. of Gujarat (R & B Deptt.) and

Note (2):- necessary tests should be carried out as per prevailing norms.

Signature of Contractor. Deputy Executive Engineer Executive Engineer

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

02. Sch B_MMGSY_Borsad_pkg_25

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 1 Item No : 2 Item No :

Clearing and grubbing road land including Earthwork for embankment including Providing Hard side Shoulder of 100 mm

uprooting rank vegetation grass breaking clods, dressing with all lead and thick for emabankment using quarry spall

bushes,shrubs,sapling and trees girth up lift (including watering and consolidation) with all lead and lift and including watering

to 300 mm removal of stumps of trees cut (A) From Borrow pits within land width and rolling and consolidation of subgrade

earlier and disposal of unserviceable in layers including filling the depressions

Unit Ha. Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 4 Item No : 5 Item No :

Providing and fixing pre-cast Rubber Dye Providing and laying 100mm thick Providing and laying 100 mm thick

/ steel Dye inter locking concrete block Granular sub base in required layer by Compacted WBM (Using loose volume,

60mm thick with grade of concrete M300 providing coarse graded materials MCBT metal size 45 to 90 mm size) (1.21

pnumatic compressed / vibrated Grading-II using B.T. M.C. Metal Cmt.B.T. Grit 11.2 mm size 0.18 cmt,

mechanically and as per approved design 53.00mm to 26.5mm @ 35%, aggregate Stone dust 0.09 Cmt per Total 1 Cmt of

Unit Sq.mt Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 2.52

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 7 Item No : 8 Item No :

Providing and laying 150 mm thick in 2- Supplying and fixing reinforced concrete Providing and laying Builtup spray grout

Layer Compacted WBM ( Using loose heavy duty non pressure pipes with base 37.50 mm thick in Single layer using

volume, MCBT metal size 45 to 63 mm collars for culverts including setting and asphalt grade VG 30 for tackcoat at the

size) (1.21 Cmt.B.T. Grit 11.2 mm size joining the pipes in C.M. 1:2 watering and rate of 4.0 Kg./10 sqm. using B.T. stone

0.12 cmt, Stone dust 0.06 Cmt per Total 1 laying (To level of slops of I.S. 458 / 1971 aggregates as per MORT & H gradation

Unit Cum Rmt MT.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 6.47 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 10 Item No : 11 Item No :

Providing and laying 37.50 mm. thick Providing and laying Mix Seal Surfacing Dismentaling the existing structure

Bitumenous Macadam with using asphalt 20.00 mm thick using stone chipping as including removing and stacking the

grade VG 30 for tackcoat at the rate of per MORT & H specification and asphalt dismentelled materials as and where

2.50 Kg./10 sqm. using crushed stone grade VG-30 for mixing @ 50.90 Kg/M.T. directed. (A) RCC Work

aggregate as per MORT & H gradation i.e. 5.09 % of total weight of mix including

Unit MT. MT. Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 1.88 1.20

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 13 Item No : 14 Item No :

Providing & Casting in situ Ordinary Providing and fixing Hectometer as per Providing and fixing guard stone as per

cement concrete M-200 mix with Trimix I.R.C. type design including painting, I.R.C. type design including white

C.C Road with laid as directed including lettering etc. complete.(ii) Fixing in C.C. washing etc. complete.(ii) Fixing in C.C.

temping, vibrating, finishing, curing and 1:5:10 1:5:10

filling in joints with bitumen etc as per

Unit Cum Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 16 Item No : 17 Item No :

Providing and fixing ordinary Kilometer Cautionary Warning Sign :-Providing and Village name/ Bump Ahead sign :-

stone of precast C.C. 1:2:4 including fixing sing boards made out of 2mm Providing and fixing sing boards made

necessary reinforcement as per I.R.C. aluminium sheet; size 90 x 90 x 90 cms. out of 2mm aluminium sheet; size 90 x

type design in C.C. 1:4:8 including equilateral triangle as per design of IRC- 60cms. rectangle as as per the design of

painting,lettering etc. complete (For O.D. 67-1977. Pre treated with phospheting IRC-67-1977 pre treated with

Unit Nos. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 19 Item No : 20 Item No :

Direction sign (Junction board):-Providing Road marking with hot applied Supplying and fixing cat eye (Stimsonite)

and fixing sing boards made out of 2mm thermoplastic paints with reflectorising made out from Acrilo beautile sterine

aluminium sheet; size 244 x 122cms. glass beads on bitumin surface providing injuction high compressed molding with

rectangle as as per the design of IRC-67- and laying a hot applied thermoplastic reflector made of MMC (prismatic type of

1977 pre treated with phospheting compound 2.5 mm thick including size 12cm x 6cm x 2.5cm) provided with

Unit Nos. Sq.mt Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 22 Item No : 23 Item No :

Citizen' s information Board- Providing MMGSY "LOGO" Board : Providing and MMGSY Project Information Board:

and fixing of typical MMGSY information fixing of MMGSY LOGO informatory sign Providing and fixing of typical PMGSY

board as per instruction. Two ACP sheets board with Logo as per section 1700 of Project informatory sign board with Logo

of 3 mm thick, of 900 mm x 750mm size MORD specifications and drawing. The as per 1700 of MORD specifications and

fixed at top & bottom duly rivetted with board will be a composite unit consisting drawing. The board will be a composite

Unit Nos. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 25 Item No : 26 Item No :

Regulatory/Mandatory signs :Providing Informatory Signs :-Providing and fixing Excavation for foundation upto 1.5M.

and fixing sing boards made out of 2mm sing boards made out of 2mm aluminium depth including sorting out and stacking

aluminium sheet; size 60cms. diameter sheet; size 80 x 60cms. rectangle as per of useful materials and disposing of the

circle as per the design of IRC-67-1977 the design of IRC-67-1977 pre treated excavated stuff upto 50 meter lead.(B)

pre treated with phospheting process & with phospheting process & acid teching; Dense or Hard soil.

Unit Nos. Nos. Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00 31.00 253.89

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00 205.00 253.89

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 28 Item No : 29 Item No :

Providing and filling in foundation with Providing and casting in situ ordinary Providing TMT Bar FE500D

ordinary Cement concrete M-100 mix and cement concrete M-150 mix and reinforcement for R.C.C. work including

providing necessary vertical pin headers providing necessary pin headers including bending, binding and placing in position

including formwork, vibrating, ramming shuttering, scaffolding, laying, vibrating, complete upto floor two level

and curing complete. curing and finishing complete without V-

Unit Cum Cum Kgs.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 31 Item No : 32 Item No :

Supplying and fixing reinforced concrete Providing & casting in situ ordinary Providing and laying - Fitter Media

heavy duty non-pressure pipes with cement concrete M 200 mix and 300mm thick directed at the back of

collars for culverts including setting and providing necessary pin headers including abutments, returns and wing walls as per

joining the pipes in C.M. 1:2 watering and shuttering, scaffolding, laying, vibrating, detailed specifications.

laying (To level of slops of I.S. 458 / 1971 curing and finishing complete without V-

Unit Rmt Cum Sq.mt

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

(VRNP) Km. 0/000 to 0/400 Ta.:- Borsad 0.00 0.00

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall 0.00 0.00

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 34 Item No : 35 Item No :

Providing and laying weep hole in Earthwork for embankment including Providing and laying - Fitter Media

Aburtments, and returns by using A.C. breaking clods, dressing with all lead and 600mm thick directed at the back of

pipe of 100mm including laying in proper lift (including watering and consolidation) abutments, returns and wing walls as per

grede and jointing the completed as per (A) From Borrow pits within land width detailed specifications.

detailed specification.

Unit Each Cum Sq.mt

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Sisva Approach Road

(VRNP) Km. 0/000 to 0/400 Ta.:- Borsad 0.00 0.00

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Total Quantity 0.00 0.00

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Total Amount Amount of Credit

Total Amount Amount of Credit

of Dismentalling Not Put to

Total amount 18% GST Quality Control Contingency Materials & Tender

Total amount 18% GST Quality Control Contingency Materials & Tender

Materials Reused (2+3+4+5)

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

Protection Wall

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall

Total Quantity 15.31

Name of Work :- Construction of Various

Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Total Technical

Total Technical Sanction (1 +Round

1 Construction of Sisva Approach Road

2 Construction of Chuva Vasakui Sim

Vistar Road (VRNP) Km. 0/000 to 0/850

Ta.:- Borsad Dist.:- Anand

6399597.95 2.05 6399600 Dy.Executive Engineer

1- Row 900 mm Panchyat (R & B) Sub Division

Protection Wall Borsad

3 Construction of Chuva Khanpur Road to

Ravnapura Road (VRNP) Km. 0/000 to

0/450 Ta.:- Borsad Dist.:- Anand

Protection Wall

Total 17745606.01 13.99 17745620.00 Executive Engineer

Total Quantity 15.31 0.00 Panchayat (R & B) Division

Average Rate 17745606.01 29.30 17745620.00 Anand

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :-

Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

GENERAL INFORMATION

1 Amount of administrative approval with  MMGSY Normal (2025-26)

2 Cost of work put to tender  Rs.

3 Amount of Technical Sanctioned with authority  Ts. For Rs. 5855060 By E.E.Panchyat

,Panchayat (R&B) Division, Anand, as per

Item No 335 Pg No 45 in March

Ts. For Rs. 6399600 By E.E.Panchyat

,Panchayat (R&B) Division, Anand, as per

Item No 333 Pg No 45 in March

Ts. For Rs. 5490960 By E.E.Panchyat

,Panchayat (R&B) Division, Anand, as per

Item No 347 Pg No 47 in March

4 Time limit provided for completion of work  09 (NIne) Months (Including Monsoon Period)

(Basis for working out time limit to be given)

5 Details of materials provided in Schedule " A "  NIL

(Calculation should be attached) ……….

6 Date of issue / Receipt of tender ………. 

7 Budget provision ………………………… 

8 Whether work put to tender is for whole work  Whole Work

or as sanctioned or, part of it ………………….

9 If work is splitting up, Details of splitting with  Not splitted

authority approving the split

10 In case it is to be part of remaining work,  NIL

reason as to why it is not included

11 The amount and details of items not included  No Such items

in tender with reason there of and how you

prepare in executed the work with complete

financial picture…..

12 In case the work is abandoned by previous  No

agency, action taken against defaulting agency

13 If, there is any variation from the sanctioned  No

estimate, State

14 Certificate of Division A.E. / A.A.E. / D.E.E. for  Attached

drafting of specification and proper preparation

of DTP. Schedule "A" including arithmetical

15 Weather correction slip in printed form are  …….

16 Validity period  120 ( One hundred twenty ) days

17 Whether L.A. proceeding has been completed.  N/A

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

(To be accompained with submission of D.T.P.)

(1) TENDER FORM

1. Whether the all clauses are enclose as per :- Yes

Government replaced by the latest ?

2. If so, state the number-wise details instructions :- Yes

3. Whether time limit is entered, it is proportion with the :- Yes

amount and nature of work

4. Whether the correct name of work as per sanctioned :- Yes

estimate is entered ?

5. Whether the other details viz. mention deposit etc. are :- Yes

written in the tender form ?

(2) SCHEDULE - A

1. Whether Schedule gives details of the materials to be :- Yes // No

supplied by the Department ?

2. Does it mention the correct place of delivery of :- Yes // No

materials to be supplied under Schedule-A

3. Whether the rates of materials are mentioned in :- Yes // No

4. Whether the rates of entered in Schedule-A is :- Yes // No

correctly derived ?

5. Whether quantity of materials is correctly arrived as :- Yes // No

(3) SCHEDULE - B

1. Whether the description of each item literally tally :- Yes

with the sanctioned estimate except specifying of

lead, lift etc.

2. Whether quantity of each item is as per sanctioned :- Yes

estimate, if not state the reasons with due justification

for deviation D.T.Ps.

3. Whether the rate for each item is as per sanctioned :- Yes

estimate ? if not, state the reasons with the

justification for deviation in covering letter of the

D.T.P. and incorporate the rate analysis in the D.T.P. ?

4. Whether the rates of each item in Schedule-B is :- Yes

mentioned in words in case of Item Rate Tender ?

5. Whether the unit of each item is as per sanctioned :- Yes

estimate ? If not, state the reasons with the

justification for deviation in covering letter of the

6. Whether the standard method is adopted in each items :- Yes

in writing the observed as Cum. and not C.M. etc.

7. Whether the Government remarks, if any, observed at :- Yes

the time of according sanction are fully incorporated

in the D.T.P. ? If so, submit the compliance report.

8. Whether correct name of work is entered at the top of :- Yes

9. Whether the standard form for Schedule-B is adopted :- Yes

10. Whether the standards words for discount or premium :- Yes

on tendered rate as I / We, am / are is mentioned at

11. Whether the amount worked out for each item is :- Yes

correctly calculated and summed up ?

12. Whether alternative items are proposed in the D.T.Ps. :- No

? If so, state the Item No. for proposed with reasons.

(4) DETAILED SPECIFICATIONS

1. Whether the detailed specification correctly reflect the :- Yes

2. Whether the item with specification lead and lift are :- Yes

covered in to with all lead and lifts ?

3. Whether the correct mode of payments is as :- Yes

4. Whether the correct mode of payment is as per :- Yes

5. Whether suitable use of excavated materials of cutting :- Yes

stuff is incorporated in the D.T.P. ?

6. Whether the mention, regarding the route to be :- Yes

carried out before execution is made in the D.T.P. ?

7. If so, state the Item No. with description and test to be :- Yes

carried out in brief ?

8. Whether the mention, regarding the tests to be carried :- Yes

during execution is made, state the Item No. with

description and details of test to be carried out in brief.

9. Whether reference to P.W.D. Hand Book, I.S. :- Yes

Specification or I.R.C. Clauses are mentioned

correctly and relevantly in the respectively item ?

10. Whether average rate of Earthe work is divided and :- Not Applicable

entered in Schedule-B ? If so, give Rate Analysis.

11. Whether the specification or alternative item, if any is :- Not Applicable

12. Whether the description of each item literally and :- Yes

exactly tally with that in Schedule-B ?

1. Whether statement of Item Not put to tender is :- Yes

incorporated with details ?

2. Whether the amount of sanctioned estimate tally with :- Yes

the total amount put to tender, amount of items not

the total amount put to tender, amount of items not

put to tender ?

3. Whether Page numbering in D.T.P. is made ? :- Yes

4. Whether permission to split up to work, if any is :- Question does not arise.

sought from the competent authority ?

5. Whether the general specification and other relevant :- Yes

records are incorporated in the D.T.P. ?

6. Whether Executive Engineer has signed the D.T.P. :- Yes

and all corrections are fully attested by him ?

7. Whether the D.T.P. are submitted in well bound :- Yes

volume and in tidy fashion ?

Dy. Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand

Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

(To be issued by Deputy Executuve Engineer)

I have personally examined the D.T.P. & have personally

verified all the points and found to be in order. Further I have

satisfied my self with the fact that there is no ambiguity or

discrepancy in the D.T.P submitted herewith which may lead to

financial or contractual.

DRAFT TENDER PAPERS

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand

Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

This is to certify that the specification of items drafted properly checked with schedule-"B" by me.

Add. Assistant Engineer of the

Executive Engineer

Panchayat (R & B) Division

This to certify that the Schedule - "B' of the tender is Arithmetically cheched by me.

Tender clerk of the

Executive Engineer

Panchayat (R & B) Division

This is to Certified that the specification of the items checked by me and same are prepare and as per situation

and sanction plan estimate. This is also Certifies that the correction made in circle office copy/ Govt. copy are

attached in other copies.

Dy.Executive Engineer

Panchyat (R & B) Sub Division

I have personally examined the Draft tender papers and I have personally verified all the order above points and

found to be in order. Further I have satisfied my self with the D.T.P. Submitted her with which may lead to

financial or Constructual implications.

DRAFT TENDER PAPERS.

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Borsad Anand Anand

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

STATEMENT SHOWING ASPHALT (VG30) CONSUMPTION

For 0.18 cum/10 sqmt

37.5mmBuilt up Spray Grout For 4.00 Kg/10 smt For 25 mm Carpet

It NO. For Grouting For Tack Coat For Tack Coat For Mixing Total Qty

Sr. Qty. of Asphalt

Qty. of Qty. of Qty. of

Qty in asphalt Qty in asphalt asphalt Qty in asphalt

Area Sqm. asphalt M.tone M.Tone

M.tone Required Sq.mt Required Required M.tone Required

37.5mmBuilt up Spray Grout For 2.50 Kg/10 smt

For Grouting For Tack Coat For 37.50mm BM For 20 MM MSS

Total Asphalt Consumption

Total Asphalt Consumption in M.T.

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad

Taluka Dist. :- Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

STATEMENT SHOWING THE DIFFERENCE BETWEEN DTP & ESTIMATE AMOUNT

AMOUNT PUT TO TENDER

1 T.S. Estimate Amount : Rs. :

2 D. T. P. Amount : Rs. :

3 Difference : Rs. :

AMOUNT NOT PUT TO TENDER

ITEM CREATING DIFFERENCE

1 Difference due 1 % Q.C. Charges : Rs. :

2 Difference due 1 % Contigency

Charges : Rs. :

3 Road Safety Audit Rs. :

4 Add 18% GST Rs. :

5 Credit For Dismentalling & Reuse Rs. : - Deduct

6 Difference due to round figure in estimate : Rs. :

& Arithmatic Calculation Mistake

7 Difference due to Av. Rate in DTP : Rs. :

8 Total Difference : Rs. :

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist.

:- Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Taluka :Borsad District : Anand

STATEMENT SHOWING CEMENT CONSUMPTION

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

1 8 Supplying and fixing reinforced concrete heavy duty non pressure Rmt 56.00 1.02

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.

/ 1971 Class NP3 of following internal diameter. (i) 300 mm dia.

2 13 Providing & Casting in situ Ordinary cement concrete M-200 mix Cum 454.00 360.00

with Trimix C.C Road with laid as directed including temping,

vibrating, finishing, curing and filling in joints with bitumen etc as

per Engineer Incharge.

3 14 Providing and fixing Hectometer as per I.R.C. type design Nos. 8.00 11.70

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

4 15 Providing and fixing guard stone as per I.R.C. type design Nos. 60.00 11.70

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

5 16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 Nos. 3.00 18.70

including 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.)

6 17 Cautionary Warning Sign :-Providing and fixing sing boards made Nos. 12.00 35.24

out of 2mm 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 75 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

Cms. for each leg.including excavation, curing etc.complete under

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

7 18 Village name/ Bump Ahead sign :-Providing and fixing sing boards Nos. 6.00 35.24

made out of 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

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)...

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

8 19 Direction sign (Junction board):-Providing and fixing sing boards Nos. 5.00 70.48

made out of 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

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)...

9 22 Citizen' s information Board- Providing and fixing of typical Nos. 3.00 70.48

MMGSY 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 5 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

10 23 MMGSY "LOGO" Board : Providing and fixing of MMGSY Nos. 3.00 35.24

LOGO informatory 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 contractor.

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

11 24 MMGSY Project Information Board: Providing and fixing of Nos. 3.00 70.48

typical PMGSY 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

12 and two coats of epoxy paint.

25 Regulatory/Mandatory signs The design, painting

:Providing and sing

and fixing lettering

boards Nos. 6.00 35.24

made out of 2mm 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)...

13 26 Informatory Signs :-Providing and fixing sing boards made out of Nos. 3.00 35.24

2mm 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)...

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

14 28 Providing and filling in foundation with ordinary Cement concrete Cum 271.00 220.00

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

15 29 Providing and casting in situ ordinary cement concrete M-150 Cum 395.00 290.00

mix and providing 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.

16 31 Supplying and fixing reinforced concrete heavy duty non-pressure Rmt 22.50 3.74

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.

/ 1971 Class NP4 of following internal diameter. (iv) 900 mm dia.

17 32 Providing & casting in situ ordinary cement concrete M 200 mix Cum 20.00 360.00

and providing 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.

STATEMENT SHOWING STEEL CONSUMPTION

Sr Total Qty in

It No Item Unit Qty

1 30 Providing TMT Bar FE500D reinforcement for R.C.C. work Kgs. 16401.00

including bending, binding and placing in position complete upto

floor two level

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Indian Oil Corporation Ltd.

(Marketing Division)

AHMEDABAD DIVISIONAL OFFICE

NAVDEEP HOUSE, ASHRAM ROAD,

Sub: Price of various petroleum products from Indian Oil Corporation Ltd. 16.03.2026 Input rate

All Rates in ` and selling unit in MT unless specified.

Supply Point : Ex-Koyali / Asoj /Dumad (Dist. Vadodara)

Product Eff. Date Basic State Sp Total Cost CGST Add. SGST Edu. Sub-Total VAT VAT Amt Total

Price Cost 9% ED 9% Cess Rate

The prevailing RSP of HSD in Ahmedabad is Rs. /liter.

This is a general price list for customers under Gujarat State and not specific for any customer.

Taxes indicated may be governed by the Govt. notifications.

At secondary locations billing will be on value inclusive of ED. The modvate may not exactly match

with the ED since the same shall be based on actual duty payment at Mfg Location based on price

prevailing on date of transfer of product from the Mfg Location to the actual Supply Location.

Price prevailing at the time of delivery will be applicable.

Thanking You, * Pow. Gen. = For use for Power Generation.

Yours Faithfully * VG= The grade of Bitumen w.e.f. 16.07.09 may be as per

For Indian Oil Corporation Limited the viscosity grade and not as per penetration grade.

VG 10 shall be equivalent to grade 80/100 &

Deepak Kapadia VG 30 shall be equivalent to grade 60/70.

Asst. Manager (CS), Ahmedabad-II CSA

Name of Work :- Construction of Various Road Under MMGSY

(Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 347.64 MT 5234.00

3 Asphalt VG-30 36.65 MT 52992.00

Total (Asphalt &

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/2025-26/25

STATEMENT SHOWING THE PRICE ADJUSTMENT

Sr. Cost for Percentage of

Details of Component Tender Cost

No. Component Component

[F] Plant and Machinery Spares, Pp = 3091071.96 x 100.00 / 14788019.72 =

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Borsad Anand Anand

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Component of Work for Price Variation

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

Qty. Item of Work / BOQ Unit TotalAmount Consp. Amount Consp. Amount Consp. Amount Component

Rate Consp. 5.234 Consp. 59420 Consp. 52992 % Amount % Amount % Amount % Amount

Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

1 0.68 girth up to 300 mm removal of stumps of trees cut 28455.1 Ha. 19349.468 0 0 0 0 30 5804.84 55 10642.21 15

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

Earthwork for embankment including breaking clods,

2 2899 dressing with all lead and lift (including watering and 132.38 Cum 383769.62 0 0 0 0 5.29 20301.41 66.3 254439.26 28.41

consolidation) (A) From Borrow pits within land width

Providing Hard side Shoulder of 100 mm thick for

emabankment using quarry 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

KN to 100KN Static Weight.

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc.

Providing and laying 100mm thick Granular sub base in

required layer by 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.

Providing and laying 100 mm thick Compacted WBM

(Using loose volume, 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,

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.

Providing and laying 150 mm thick in 2- Layer

Compacted WBM ( Using loose 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

7 782 thickness,hand packing, rolling with vibratory roller 80 - 1854.15 Cum 1449945.3 0 0 0 32.00 463982.5 21 304488.51 32.9 477032 14.1

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.

Supplying and fixing reinforced concrete heavy duty

non pressure pipes with collars for culverts including

laying (To level of slops of I.S. 458 / 1971 Class NP3 of

following internal diameter. (i) 300 mm dia.

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

Qty. Item of Work / BOQ Unit TotalAmount Consp. Amount Consp. Amount Consp. Amount Component

Rate Consp. 5.234 Consp. 59420 Consp. 52992 % Amount % Amount % Amount % Amount

Providing and laying Builtup spray grout base

mm thick in Single layer 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

9 377 mixing asphalt and aggregate by continuous drum mix 2701.13 MT. 1018326.01 0 0 25.23 504044.54 9.50 96767.81 13.7 139510.66 19.5 198573.57 7.8

plant, transporting the mix, and spreading the same by

paver finisher and consolidation by vibrator roller of

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

labours, tools and plant etc using contractor's own

machinaries etc. complete.

Providing and laying 37.50 mm. thick Bitumenous

Macadam with using asphalt 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

10 414 contineous Drum mix plant and transporting the mix 3259.66 MT. 1349499.24 0 0 37.03 812389.62 10.80 145754.84 11.45 154517.66 13 175434.9 4.55

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.

Providing and laying Mix Seal Surfacing 20.00 mm thick

using stone chipping as per MORT & H specification

and asphalt grade VG-30 for mixing @ 50.90 Kg/M.T.

i.e. 5.09 % of total weight of mix including heating the

asphalt and aggregate mixing by continuous Drum mix

11 232 plant transporting mixed material and spreading the 3923.89 MT. 910342.48 0 0 50.9 625771.93 2.26 20571.23 8.75 79654.97 15 136551.37 5.25

same by pavers finisher and consolidation by vibratory

roller of 80 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

Dismentaling the existing structure including removing

and stacking the dismentelled materials as and where

Providing & Casting in situ Ordinary cement concrete M-

including temping, vibrating, finishing, curing and filling

in joints with bitumen etc as per Engineer Incharge.

Providing and fixing Hectometer as per I.R.C. type

14 8 design including painting, lettering etc. complete.(ii) 356.5 Nos. 2852 11.7 489.9 0 0 37.32 1064.44 25 713 18 513.36 2.5

Fixing in C.C. 1:5:10

Providing and fixing guard stone as per I.R.C. type

15 60 design including white washing etc. complete.(ii) Fixing 350.81 Nos. 21048.6 11.7 3674.27 0 0 37.04 7797.22 25 5262.15 18 3788.75 2.5

Providing and fixing ordinary Kilometer stone of precast

16 3 C.C. 1:2:4 including necessary reinforcement as per 704.34 Nos. 2113.02 18.7 293.63 0 0 40.60 857.97 25 528.26 18 380.34 2.5

I.R.C. type design in C.C. 1:4:8 including

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

Cautionary Warning Sign :-Providing and fixing sing

x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

Qty. Item of Work / BOQ Unit TotalAmount Consp. Amount Consp. Amount Consp. Amount Component

Rate Consp. 5.234 Consp. 59420 Consp. 52992 % Amount % Amount % Amount % Amount

Village name/ Bump Ahead sign :-Providing and fixing

18 6 sing boards made out of 2mm aluminium sheet; size 90 5045.37 Nos. 30272.22 35.24 1106.68 0 0 51.34 15543.04 25 7568.06 17.5 5297.64 2.5

x 60cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

Qty. Item of Work / BOQ Unit TotalAmount Consp. Amount Consp. Amount Consp. Amount Component

Rate Consp. 5.234 Consp. 59420 Consp. 52992 % Amount % Amount % Amount % Amount

Direction sign (Junction board):-Providing and fixing

19 5 sing boards made out of 2mm aluminium sheet; size 14831.71 Nos. 74158.55 70.48 1844.46 0 0 52.01 38571.95 25 18539.64 17.5 12977.75 3

244 x 122cms. rectangle as as per the design of IRC-

67-1977 pre treated with phospheting process & acid

Road marking with hot applied thermoplastic paints with

20 358 reflectorising glass beads on bitumin surface providing 367.73 Sq.mt 131647.34 0 0 0 85.00 111900.24 10 13164.73 3.5 4607.66 1.5

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @

Supplying and fixing cat eye (Stimsonite) made out

21 198 from Acrilo beautile sterine injuction high compressed 375.72 Nos. 74392.56 0 0 0 88.00 65465.45 11 8183.18 0.7 520.75 0.3

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

Citizen' s information Board- Providing and fixing of

22 3 typical MMGSY information board as per instruction. 11612.98 Nos. 34838.94 70.48 1106.68 0 0 51.82 18054.74 25 8709.74 17.5 6096.81 2.5

Two ACP sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS angles

MMGSY "LOGO" Board : Providing and fixing of

23 3 MMGSY LOGO informatory sign board with Logo as 5068.18 Nos. 15204.54 35.24 553.34 0 0 51.36 7809.16 25 3801.14 17.5 2660.79 2.5

per section 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Two

MMGSY Project Information Board: Providing and fixing

24 3 of typical PMGSY Project informatory sign board with 11112.02 Nos. 33336.06 70.48 1106.68 0 0 51.68 17228.15 25 8334.02 17.5 5833.81 2.5

Logo as per 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Three

Regulatory/Mandatory signs :Providing and fixing sing

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching;

Informatory Signs :-Providing and fixing sing boards

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

Excavation for foundation upto 1.5M. depth including

27 352 sorting out and stacking of useful materials and 253.89 Cum 89369.28 0 0 0 0.00 0 30 26810.78 55 49153.1 15

disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

Providing and filling in foundation with ordinary Cement

pin headers including formwork, vibrating, ramming and

curing complete.

Providing and casting in situ ordinary cement

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-

Providing TMT Bar FE500D reinforcement for R.C.C.

30 16401 work including bending, binding and placing in position 77.29 Kgs. 1267633.29 0 16.401 974547.42 0 5.77 73151.49 10.3 130566.23 6.87 87086.41 0.18

complete upto floor two level

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts including

laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

Providing & casting in situ ordinary cement concrete

including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height

Providing and laying - Fitter Media 300mm thick

33 16 directed at the back of abutments, returns and wing 620.14 Sq.mt 9922.24 0 0 0 14.44 1432.77 55.99 5555.46 24 2381.34 5.57

walls as per detailed specifications.

Providing and laying weep hole in Aburtments, and

34 92 returns by using A.C. pipe of 100mm including laying in 48.11 Each 4426.12 0 0 0 90.00 3983.51 5.7 252.29 3.8 168.19 0.5

proper grede and jointing the completed as per detailed

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

Qty. Item of Work / BOQ Unit TotalAmount Consp. Amount Consp. Amount Consp. Amount Component

Rate Consp. 5.234 Consp. 59420 Consp. 52992 % Amount % Amount % Amount % Amount

Earthwork for embankment including breaking clods,

35 19 dressing with all lead and lift (including watering and 109.42 Cum 2078.98 0 0 0 0 5.29 109.98 66.3 1378.36 28.41

consolidation) (A) From Borrow pits within land width

Providing and laying - Fitter Media 600mm thick

36 116 directed at the back of abutments, returns and wing 1239.36 Sq.mt 143765.76 0 0 0 14.44 20759.78 55.99 80494.45 24 34503.78 5.57

walls as per detailed specifications.

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Borsad Anand Anand

Name of Work :- Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :-

Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

Sr No. Clause no Page

1 Principle Approval Date and - - :-

Amount (Attach letter)

2 Administrative Approval Date and - - :- APC/2025/Jo.No./2/D.3

Amount (Attach letter )

for Rs. 180.00 lacs Under MMGSY

3 Technical Approval Date and - - :-

Amount (Attach letter)

Construction of Sisva Approach Road (VRNP) Km. 0/000 to 0/400 Ta.:- Ts. For Rs. 5855060 By E.E.Panchyat

Borsad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 335 Pg No 45 in March

Construction of Chuva Vasakui Sim Vistar Road (VRNP) Km. 0/000 to Ts. For Rs. 6399600 By E.E.Panchyat

0/850 Ta.:- Borsad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 333 Pg No 45 in March

Construction of Chuva Khanpur Road to Ravnapura Road (VRNP) Km. Ts. For Rs. 5490960 By E.E.Panchyat

0/000 to 0/450 Ta.:- Borsad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 347 Pg No 47 in March

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 3600.00 Rs

(As per GR- PRCH-102000-IB-

Above 10.0 Cr.- Rs 18000)

7 Earnest Money Deposit (Bid IFB 4 :-

Security-1% of DTP amount) Rs. point 6

8 Time Limit (Months) Section 3 41 :- 09 (NIne) Months (Including

cl. 17 Monsoon Period)

9 Annual Financial Turnover Section 1 cl. 9 :-

Amount Rs. 4.5.3(a)

10 Defect Liability Period (In Section 3 46 :-

Months & includes no. of cl. 33.1 ( C ) 36 Months (including 3 monsoons)

11 Free Maintenance Guarantee Section 3 46 :- 5 Years (As per MMGSY

Period (for Road & Bridge cl. 33.2 (b)

Construction) Special Condition Attached)

12 Registration/Category - - :- “B” class with Special Cat.-III for

required Road and above

13 Site Possession Date Section 3 42 :- 1st day of Work order#

14 Period between Program Section 3 44 :- 30 days

Update (Days) cl.

15 Amount to be withheld for late Section 3 44 :- 1.00 Lakh

submission of Program cl.

16 Milestone: - Section 3 53 :- % of work Days

(A) Milestone 1 - - :- 25% 68 Days

(B) Milestone 2 - - :- 50% 135 Days

(C) Milestone 3 - - :- 75% 203 Days

(D) Milestone 4 - - :- 100% 270 Days

#In case of LA/FRA is in progress give likely date.

17 Price Adjustment Components Section 4 66 :- % Input

cl. 24 index/price*

(A) Labour, PL Section 4 66 :- PL= 18.02 Lo=

(B) Cement, PC Section 4 66 :- PC= 12.30 Co=

(C) Steel, PS Section 4 67 :- PS= 6.59 So=

(D) Bitumen, Pb Section 4 67 :- Pb= 13.13 Bo=

(E) POL, Pf Section 4 68 :- Pf= 7.46 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 20.90 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 21.59 Mo=

18 Amount to be withheld Section 3 56 :- 2.00 Lakh

for failing to supply “as cl.

built” drawings

19 Percentage Rate Contract Section 7 78 :-

*Input index/price for each component on 28 days preceding the date of opening of technical bid shall be

This is to certify that the contract document prepared for the work

Construction of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :-

Anand Pkg. No. AND/MMGSY/NORMAL/2025-26/25

is based on the Standard Bidding Document Procurement of Civil Works published

by R&B department letter No. RBD/0346/10/2023 dated 12/10/2023.

No further modification and alteration in this standard format has been made by this office.

Deputy Executive Engineer Executive Engineer

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