MMGSY

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining

Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat District : Anand

1 Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining Road (VRNP) Km.

0/000 to 1/910 Ta. :-Khambhat 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 0.96 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 2915.00 Cum 132.38

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

3 Earthwork for embankment including breaking clods, dressing with all lead and 1395.00 Cum 186.65

lift (including watering and consolidation)(D) From Borrow area within 2.0 Km.

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 1003.00 Cum 109.41

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

between top edge and cutting and toe of spoil bank.

5 Rolling and watering of earthwork in layers with power roller including filling 502.00 Cum 22.96

indepressions which occur during the process.

6 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry 230.00 Cum 1222.10

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.

7 Providing and laying 150mm thick Granular sub base in required layer by 1228.00 Cum 1436.22

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.

8 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 790.00 Cum 1999.80

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.

9 Providing and laying 150 mm thick in 2- Layer (75+75 mm) Compacted WBM ( 1140.00 Cum 1885.67

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 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.

10 Supplying and fixing reinforced concrete heavy duty non pressure pipes with 60.00 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_Khambhatt_pkg_24 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 548.00 MT. 2772.45

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.

12 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt 603.00 MT. 3330.98

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.

13 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping as 337.00 MT. 3994.55

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

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 ordinary Kilometer stone of precast C.C. 1:2:4 including 2.00 Nos. 704.34

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

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

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

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

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

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

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

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

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

bends. The details of symbol foreach board shall be as per theinstruction of

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

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

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

02. Sch B_MMGSY_Khambhatt_pkg_24 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

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

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

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

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

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

fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best

quality epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.

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

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

18 Direction sign (Junction board):-Providing and fixing sing boards made out of 1.00 Nos. 14831.71

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

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

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

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

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

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

required; painted with best quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board shall be as per the

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

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

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

19 Road marking with hot applied thermoplastic paints with reflectorising glass 402.00 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.

20 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 223.00 Nos. 375.72

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

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

unit for fixing. (High Intensity grade)

21 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 Nos. 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_Khambhatt_pkg_24 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

23 MMGSY Project Information Board: Providing and fixing of typical PMGSY 1.00 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_Khambhatt_pkg_24 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

24 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 1.00 Nos. 4676.06

sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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 tec. complete under the supervision of

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

25 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 1.00 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 1.00 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)...

Rupees One Crore Eighteen Lakh(s) Twenty Two Thousand Seven Hundred Seventy Seven And Paise

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.

02. Sch B_MMGSY_Khambhatt_pkg_24 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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_Khambhatt_pkg_24 Page

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

Taluka :Khambhat District : Anand AND/MMGSY/SCSP/2025-26/24

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

(including watering and consolidation)(D) From Borrow area within 2.0 Km. lead

4 Earthwork in cutting in all sorts of soil and soft murrum including conveying and Attached Separetely

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

edge and cutting and toe of spoil bank.

5 Rolling and watering of earthwork in layers with power roller including filling Attached Separetely

indepressions which occur during the process.

6 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.

7 Providing and laying 150mm 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.

8 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

9 Providing and laying 150 mm thick in 2- Layer (75+75 mm) Compacted WBM ( Using Attached Separetely

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 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.

10 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

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

11 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.

12 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.

13 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

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 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.)

16 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

17 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.

18 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)...

19 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

20 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)

21 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.

22 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.

23 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.

24 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet; size Attached Separetely

90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting

process & acid teching; 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

x 45 x 60cms. for each leg. including excavation curing tec. complete under the

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

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)...

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining Road

(VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat 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 1379.40 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 955.90 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 1680.17 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) 59.70 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) 91.54 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

02. Sch B_MMGSY_Khambhatt_pkg_24

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' Grit as Key aggregate (12 mm) taken

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

1500 to 5000 - cum. 7 test

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 266.80 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/ 0.00 Cum *Silt Content,F.M One test per 250 Cum

10 Stonedust 664.82 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 2915.00 Cum P.I ,CBR,MDB

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

13 Asphalt (VG-30) 53.31 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_Khambhatt_pkg_24

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) 0.756 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) 0.00 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 0.00 51 to above - 4 +1 additional sample

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

19 Retro Reflective Sheeting for the signage 7.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Road studs / Cat Eyes 223.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

02. Sch B_MMGSY_Khambhatt_pkg_24

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

21 Hot Applied Thermoplast Road Marking 402.00 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_Khambhatt_pkg_24

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat 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 Earthwork for embankment including

uprooting rank vegetation grass breaking clods, dressing with all lead and breaking clods, dressing with all lead and

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

to 300 mm removal of stumps of trees cut (A) From Borrow pits within land width consolidation)(D) From Borrow area

earlier and disposal of unserviceable within 2.0 Km. lead

materials (C) By mechanical means in

area of light jungle

Unit Ha. Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 0.96 28455.10 27316.90 2915.00 132.38 385887.70 1395.00 186.65

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Earthwork in cutting in all sorts of soil and Rolling and watering of earthwork in Providing Hard side Shoulder of 100 mm

soft murrum including conveying and layers with power roller including filling thick for emabankment using quarry spall

putting the stuff in spoil bank maintaining indepressions which occur during the with all lead and lift and including watering

minimum distance of five meter between process. and rolling and consolidation of subgrade

top edge and cutting and toe of spoil bank. in layers including filling the depressions

which occur during the process using

power roller 80 KN to 100KN Static

Unit Cum Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 1003.00 109.41 109738.23 502.00 22.96 11525.92 230.00 1222.10

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Providing and laying 150mm thick Providing and laying 100 mm thick Providing and laying 150 mm thick in 2-

Granular sub base in required layer by Compacted WBM (Using loose volume, Layer (75+75 mm) Compacted WBM (

providing coarse graded materials MCBT metal size 45 to 90 mm size) (1.21 Using loose volume, MCBT metal size

Grading-II using B.T. M.C. Metal Cmt.B.T. Grit 11.2 mm size 0.18 cmt, to 63 mm size) (1.21 Cmt.B.T. Grit

53.00mm to 26.5mm @ 35%, aggregate Stone dust 0.09 Cmt per Total 1 Cmt of mm size 0.12 cmt, Stone dust 0.06 Cmt

26.50 to 4.75mm @ 45% and Stone dust Compacted volume) including spreading per Total 1 Cmt of Compacted volume)

@ 20% as per Table 400-2 of MORT&H in uniform thickness, hand packing, rolling including spreading in uniform

gradation including conveying the with vibratory roller 80 -100 kN static wt. thickness,hand packing, rolling with

Unit Cum Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Supplying and fixing reinforced concrete Providing and laying Builtup spray grout Providing and laying 37.50 mm. thick

heavy duty non pressure pipes with base 37.50 mm thick in Single layer using Bitumenous Macadam with using asphalt

collars for culverts including setting and asphalt grade VG 30 for tackcoat at the grade VG 30 for tackcoat at the rate of

joining the pipes in C.M. 1:2 watering and rate of 4.0 Kg./10 sqm. using B.T. stone 2.50 Kg./10 sqm. using crushed stone

laying (To level of slops of I.S. 458 / 1971 aggregates as per MORT & H gradation aggregate as per MORT & H gradation

Class NP3 of following internal diameter. and specification with the asphalt of VG- and VG-30 grade Bitumen at the rate of

(i) 300 mm dia. 30 grade at the rate of 1.99%i.e.19.90 3.40% by weight of total mix ( ie 34 kg. /

Kg./M.T. including heating and mixing MTon of mix ) for binding including

Unit Rmt MT. MT.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 60.00 1095.19 65711.40 548.00 2772.45 1519302.60 603.00 3330.98

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Providing and laying Mix Seal Surfacing Providing and fixing Hectometer as per Providing and fixing ordinary Kilometer

20.00 mm thick using stone chipping as I.R.C. type design including painting, stone of precast C.C. 1:2:4 including

per MORT & H specification and asphalt lettering etc. complete.(ii) Fixing in C.C. necessary reinforcement as per I.R.C.

grade VG-30 for mixing @ 50.90 Kg/M.T. 1:5:10 type design in C.C. 1:4:8 including

i.e. 5.09 % of total weight of mix including painting,lettering etc. complete (For O.D.

heating the asphalt and aggregate mixing road V.R.)

by continuous Drum mix plant

transporting mixed material and

Unit MT. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 337.00 3994.55 1346163.35 8.00 356.50 2852.00 2.00 704.34

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Cautionary Warning Sign :-Providing and Village name/ Bump Ahead sign :- Direction sign (Junction board):-Providing

fixing sing boards made out of 2mm Providing and fixing sing boards made and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms. out of 2mm aluminium sheet; size 90 x aluminium sheet; size 244 x 122cms.

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

67-1977. Pre treated with phospheting IRC-67-1977 pre treated with 1977 pre treated with phospheting

process & acid etching; coated with one phospheting process & acid etching; process & acid etching; coated with one

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

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

Unit Nos. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 4.00 3379.00 13516.00 2.00 5045.37 10090.74 1.00 14831.71

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Road marking with hot applied Supplying and fixing cat eye (Stimsonite) Citizen' s information Board- Providing

thermoplastic paints with reflectorising made out from Acrilo beautile sterine and fixing of typical MMGSY information

glass beads on bitumin surface providing injuction high compressed molding with board as per instruction. Two ACP sheets

and laying a hot applied thermoplastic reflector made of MMC (prismatic type of of 3 mm thick, of 900 mm x 750mm size

compound 2.5 mm thick including size 12cm x 6cm x 2.5cm) provided with fixed at top & bottom duly rivetted with

reflectorising glass beads @ 250gms per bituminous adhesive 100g. with each unit MS angles of 25 x 25 x 5 mm thick M.S

sqm area, thickness of 2.5mm is for fixing. (High Intensity grade) angle shall be welded by two vertical M.S

excluding of surface applied glass beads angle of 5 mm thick to 75 mm x 75 mm of

Unit Sq.mt Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 402.00 367.73 147827.46 223.00 375.72 83785.56 1.00 11612.98

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

MMGSY "LOGO" Board : Providing and MMGSY Project Information Board: STOP SIGN:-Providing and fixing sing

fixing of MMGSY LOGO informatory sign Providing and fixing of typical PMGSY boards made out of 2mm aluminium

board with Logo as per section 1700 of Project informatory sign board with Logo sheet; size 90 x 90cms. rectangle as per

MORD specifications and drawing. The as per 1700 of MORD specifications and the design of IRC-67-1977 pre treated

board will be a composite unit consisting drawing. The board will be a composite with phospheting process & acid teching;

of Two Plates of ACM (Aluminum unit consisting of Three Plates ACM coated with one coat of epoxy primer and

Composite Material), material (Aluminum Composite Material), material two coats of best quality epoxy paint;

specifications as per clause 17001.3. The specificaitons as per clause 17001.3. The reflectorised with retro refiective sheeting

Unit Nos. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 1.00 5068.18 5068.18 1.00 11112.02 11112.02 1.00 4676.06

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Regulatory/Mandatory signs :Providing Informatory Signs :-Providing and fixing Total Amount

Regulatory/Mandatory signs :Providing Informatory Signs :-Providing and fixing Total Amount

and fixing sing boards made out of 2mm sing boards made out of 2mm aluminium

aluminium sheet; size 60cms. diameter sheet; size 80 x 60cms. rectangle as per

circle as per the design of IRC-67-1977 the design of IRC-67-1977 pre treated Total amount

circle as per the design of IRC-67-1977 the design of IRC-67-1977 pre treated Total amount

pre treated with phospheting process & with phospheting process & acid teching;

acid eteching; coated with one coat of coated with one coat of epoxyprimer and

epoxy primer and two coats of best two coats of best qualityepoxy paint;

quality epoxy paint; reflectorised with retro reflectorised with retro refiective sheeting

Qty Rate Amount Qty Rate Amount

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 1.00 3268.76 3268.76 1.00 3856.90 3856.90 11822777.80

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total Quantity 0.00 0.00 0.00

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Amount of Credit

of Dismentalling Not Put to

18% GST Quality Control Contingency Materials & TenderTotal Technical Sanction (1 +Round

Materials Reused (2+3+4+5)

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road 2128100.22 118227.79 2246328.01 14069105.81

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Consolidation Page

Name of Work :- Construction of Jalundh

Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP)

Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Total Technical

Deputy Executive Engineer

Unit Panchayat (R & B) Sub Division

1 Construction of Jalundh Village

Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road

(VRNP) Km. 0/000 to 1/910 Ta. :-

Khambhat Dist. :- Anand

Total 14069110.00 Executive Engineer

Total Quantity 0.00 Panchayat (R & B) Division

Average Rate 14069110.00 Anand

Consolidation Page

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat District : Anand

GENERAL INFORMATION

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

2 Cost of work put to tender  Rs.

3 Amount of Technical Sanctioned with authority  Ts. For Rs 14069110 By S.E.Panchyat ,R & B

Ahmedabad Circle , as per Item No 426 Pg No

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 Jalundh Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

(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 Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat 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 Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

Taluka :Khambhat District : AnandAND/MMGSY/SCSP/2025-26/24

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

Khambhat Anand Anand

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining Road (VRNP) Km. 0/000

to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat 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 Jalundh Village Mobaliya Maharaj to Anganvadi and

Vadola Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat 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 Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

AND/MMGSY/SCSP/2025-26/24

Taluka :Khambhat 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 10 Supplying and fixing reinforced concrete heavy duty non pressure Rmt 60.00 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 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

3 15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 Nos. 2.00 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.)

4 16 Cautionary Warning Sign :-Providing and fixing sing boards made Nos. 4.00 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)

5 17 Village name/ Bump Ahead sign :-Providing and fixing sing boards Nos. 2.00 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)...

6 18 Direction sign (Junction board):-Providing and fixing sing boards Nos. 1.00 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)...

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

7 21 Citizen' s information Board- Providing and fixing of typical Nos. 1.00 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

8 22 MMGSY "LOGO" Board : Providing and fixing of MMGSY Nos. 1.00 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.

9 23 MMGSY Project Information Board: Providing and fixing of Nos. 1.00 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

10 and twoSIGN:-Providing

24 STOP coats of epoxy paint. The design,

and fixing paintingmade

sing boards and lettering

out of 2mm Nos. 1.00 35.24

aluminium sheet; size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & acid teching;

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 tec. complete under the supervision of engineer

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

11 25 Regulatory/Mandatory signs :Providing and fixing sing boards Nos. 1.00 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)...

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

12 26 Informatory Signs :-Providing and fixing sing boards made out of Nos. 1.00 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)...

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910

Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

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 Jalundh Village Mobaliya Maharaj to

Anganvadi and Vadola Shivarampura Joining Road (VRNP) Km. 0/000

to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

AND/MMGSY/SCSP/2025-26/24

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 0.76 MT 5234.00

2 Asphalt VG-30 53.31 MT 52992.00

Total (Asphalt &

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining

Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

STATEMENT SHOWING THE PRICE ADJUSTMENT

Sr. Cost for Percentage of

Details of Component Tender Cost

No. Component Component

[F] Plant and Machinery Spares, Pp = 3363115.18 x 100.00 / 11822777.8 =

[G] Other Materials, Pm = 2505635.53 x 100.00 / 11822777.8 =

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

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 0.96 girth up to 300 mm removal of stumps of trees cut 28455.1 Ha. 27316.896 0 0 0 0 30 8195.07 55 15024.29 15

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

Earthwork for embankment including breaking clods,

2 2915 dressing with all lead and lift (including watering and 132.38 Cum 385887.7 0 0 0 0 5.29 20413.46 66.3 255843.55 28.41

consolidation) (A) From Borrow pits within land width

Earthwork for embankment including breaking clods,

dressing with all lead and lift (including watering and

consolidation)(D) From Borrow area within 2.0 Km. lead

Earthwork in cutting in all sorts of soil and soft murrum

including conveying and putting the stuff in spoil bank

4 1003 maintaining minimum distance of five meter between 109.41 Cum 109738.23 0 0 0 0 5.29 5805.15 66.3 72756.45 28.41

top edge and cutting and toe of spoil bank.

Rolling and watering of earthwork in layers with power

5 502 roller including filling indepressions which occur during 22.96 Cum 11525.92 0 0 0 0 5.29 609.72 66.3 7641.68 28.41

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 laying 150mm 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,

8 790 rolling with vibratory roller 80 -100 kN static wt. to 1999.8 Cum 1579842 0 0 0 31.00 489751.02 21 331766.82 33.6 530826.91 14.4

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 (75+75

mm) Compacted WBM ( Using loose volume, MCBT

metal size 45 to 63 mm size) (1.21 Cmt.B.T. Grit

mm size 0.12 cmt, Stone dust 0.06 Cmt per Total

Cmt of Compacted volume) including spreading in

9 1140 uniform thickness,hand packing, rolling with vibratory 1885.67 Cum 2149663.8 0 0 0 31.00 666395.78 19.5 419184.44 34.65 744858.51 14.85

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

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

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.

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

11 548 mixing asphalt and aggregate by continuous drum mix 2772.45 MT. 1519302.6 0 0 25.23 732669.51 10.78 163719.02 13.7 208144.46 19.5 296264.01 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

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

13 337 plant transporting mixed material and spreading the 3994.55 MT. 1346163.35 0 0 50.9 908987.67 3.48 46788.31 8.75 117789.29 15 201924.5 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

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 ordinary Kilometer stone of precast

15 2 C.C. 1:2:4 including necessary reinforcement as per 704.34 Nos. 1408.68 18.7 195.75 0 0 40.60 571.98 25 352.17 18 253.56 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

16 4 boards made out of 2mm aluminium sheet; size 90 x 90 3379 Nos. 13516 35.24 737.78 0 0 49.54 6696.02 25 3379 17.5 2365.3 2.5

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

1977. Pre treated with phospheting process & acid

Village name/ Bump Ahead sign :-Providing and fixing

17 2 sing boards made out of 2mm aluminium sheet; size 90 5045.37 Nos. 10090.74 35.24 368.89 0 0 51.34 5181.02 25 2522.69 17.5 1765.88 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

18 1 sing boards made out of 2mm aluminium sheet; size 14831.71 Nos. 14831.71 70.48 368.89 0 0 52.01 7714.39 25 3707.93 17.5 2595.55 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

19 402 reflectorising glass beads on bitumin surface providing 367.73 Sq.mt 147827.46 0 0 0 85.00 125653.34 10 14782.75 3.5 5173.96 1.5

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @

Supplying and fixing cat eye (Stimsonite) made out

20 223 from Acrilo beautile sterine injuction high compressed 375.72 Nos. 83785.56 0 0 0 88.00 73731.29 11 9216.41 0.7 586.5 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

21 1 typical MMGSY information board as per instruction. 11612.98 Nos. 11612.98 70.48 368.89 0 0 51.82 6018.25 25 2903.25 17.5 2032.27 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

22 1 MMGSY LOGO informatory sign board with Logo as 5068.18 Nos. 5068.18 35.24 184.45 0 0 51.36 2603.05 25 1267.05 17.5 886.93 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

23 1 of typical PMGSY Project informatory sign board with 11112.02 Nos. 11112.02 70.48 368.89 0 0 51.68 5742.72 25 2778.01 17.5 1944.6 2.5

Logo as per 1700 of MORD specifications and drawing.

The board will be a composite unit consisting of Three

STOP SIGN:-Providing and fixing sing boards made

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

with phospheting process & acid teching; coated with

Regulatory/Mandatory signs :Providing and fixing sing

25 1 boards made out of 2mm aluminium sheet; size 60cms. 3268.76 Nos. 3268.76 35.24 184.45 0 0 49.36 1613.37 25 817.19 17.5 572.03 2.5

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

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand

Name of Work :- Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :- Anand Pkg. No.

AND/MMGSY/SCSP/2025-26/24

Sr No. Clause no Page

1 Principle Approval Date and - - :-

Amount (Attach letter)

2 Administrative Approval Date and - - :- APC/2025/Jo.No./88/D.3

Amount (Attach letter )

Dtd. 10/03/2026 Sr No.2 for Rs.

140.75 lacs Under MMGSY Year

3 Technical Approval Date and - - :-

Amount (Attach letter)

Construction of Jalundh Village Mobaliya Maharaj to Anganvadi and Ts. For Rs 14069110 By S.E.Panchyat

Vadola Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :- ,R & B Ahmedabad Circle , as per Item

Khambhat Dist. :- Anand No 426 Pg No 50 In 30/03/26

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= 14.69 Lo=

(B) Cement, PC Section 4 66 :- PC= 0.03 Co=

(C) Steel, PS Section 4 67 :- PS= 0.00 So=

(D) Bitumen, Pb Section 4 67 :- Pb= 23.89 Bo=

(E) POL, Pf Section 4 68 :- Pf= 11.74 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 28.45 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 21.19 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 Jalundh Village Mobaliya Maharaj to Anganvadi and Vadola

Shivarampura Joining Road (VRNP) Km. 0/000 to 1/910 Ta. :-Khambhat Dist. :-

Anand Pkg. No. AND/MMGSY/SCSP/2025-26/24

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