MMGSY

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to

4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

1 Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-

Upgradation of Ralej Gamtal) 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 0.22 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 82.00 Cum 192.23

lift (including watering and consolidation)(E) From Borrow area within 3.0 Km.

3 Box cutting the road surface to proper slope and camber for making a base for 1853.00 Cum 109.41

road work including removing the excavated stuff and depositing on the road

side slope as directed upto 50Mt.lead.

4 Providing and laying compacted Quarry Spall (1.28 Cmt. loose volume per Cmt. 26.00 Cum 1373.60

of compacted volumn) with all lead and lift of 25 to 90 mm size compacted

volume including spreading in uniform thickness, hand packing, Watering,

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

5 Providing and laying 150mm thick Granular sub base in required layer by 477.00 Cum 1516.01

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

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

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

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

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

6 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 294.00 Cum 2105.85

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

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

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

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

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

compacting etc. complete as per Specification.

7 Providing and laying 150 mm thick in 2- Layer (75+75 mm) Compacted WBM ( 436.00 Cum 1998.79

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.

8 Providing and Spraying of Tack Coat using Asphalt VG-30 on Water Bound 2841.00 Sqmt 24.64

macadam / Wet mix Macadam at the rate of 4.0kg Per 10 sqm. Complete

including cleaning the surface with all cost of labour & Material.

02. Sch B_MMGSY_Khambhatt_pkg_02_normal Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Providing and laying Tack coat with Bitumen Asphalt VG-30 at the rate of 2.50 2306.00 Sqmt 15.55

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

all labour and materials

10 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 386.00 MT. 2479.55

using asphalt grade VG 30 and using B.T. stone aggregates as per MORT & H

gradation and specification with the asphalt of VG-30 grade at the rate of 1.99%

i.e.19.90 Kg./M.T. including heating and mixing asphalt and aggregate by

continuous drum mix plant, transporting the mix, and spreading the same by

paver finisher and consolidation by vibrator roller of 80 to 100 KN Static WT

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

own machinaries etc. complete.

11 Providing & laying 37.5mm thick Bituminous macadam with Asphalt Grade VG- 425.00 MT. 3284.52

30 for tack coat @ 2.50 kg / 10 smt. and using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at the rate of 3.40 % i.e. 34.0 Kg/ M.T.

by weight mix including heating & mixing in drum mix plant transporting the

mix spreading the same by paver finisher and consolidation by vibratory roller as

per MORT&H specification including cost of all materials fuel, labours, tools

and plant etc using contractors own drum mix plant etc. complete

12 Providing and laying 20 mm thick compacted Mix Seal Surfacing (MSS) with 237.00 MT. 3989.50

B.T. stone chips as per MORT & H gradation and specification and asphalt

Grade V.G.-30 for mixing at the rate of 50.90 KG / M.T. by weight of total mix

i.e. (5.09 % by weight of total mix) including heating the asphalt and aggregates

in drum mix plant and spreading the same by paver finisher including rolling and

consolidation with 10-12 tonnes vibratory and power roller and providing all

materials, equipments, tools, and plants, fire wood, oil, kerosene, labour charges

etc. and using contractor's own machineries drum mix plant and paver finisher

13 Dismentaling the existing structure including removing and stacking the 249.00 Cum 930.35

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

14 Providing and laying Cement concrete M-20 with curing including compacting 498.00 Cum 4915.67

with surface mechanical vibrator, Mechanical floater, channeling form work,

Grooving & filling the joints with filler materials etc complete.

15 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 430.00 Rmt 374.92

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and

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

16 Providing and fixing Hectometer as per I.R.C. type design including painting, 3.00 Nos. 356.50

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

17 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 5.00 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_02_normal Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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 187.00 Sq.mt 367.72

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 75.00 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_02_normal Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

24 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 821.00 Cum 253.89

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

Dense or Hard soil.

02. Sch B_MMGSY_Khambhatt_pkg_02_normal Page

Item of work Quantities Rate in Amount

Estimated UnitFigures in

25 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 Crush 187.00 Cum 2979.50

stone aggregates 40 mm nomial size) and curing complete excluding cost of form

work in (A) Foundation and plinth

26 Providing and filling in foundation with ordinary Cement concrete M-100 mix 81.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

27 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 184.00 Rmt 4710.56

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

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

diameter. (iv) 900 mm dia.

28 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 121.00 Cum 4659.13

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

curing complete.

29 Providing, fabricating and fixing Mild Steel (MS) drain cover/lid for roadside 788.00 Kg 137.36

drain of approved size and design, consisting of MS angle/frame (minimum

75x75×6 mm) and MS flat/bars/grating (as per design spacing) or chequered

plate (minimum 5 mm thick), with verticle Hollow pipe 75 x 75 x 6.3 mm thick

and Bottom stiffner as T bar 75x 50x 5 mm th. and Flat on top welded properly

to form a rigid and durable cover, complete as per approved drawings and

direction of Engineer-in-Charge.

The work shall include cutting, welding, grinding, finishing, providing stiffeners

where required, proper seating arrangement in drain opening with MS frame

embedded in concrete, and ensuring easy opening/handling arrangement with

hooks or lifting handles.The item includes applying one coat of red oxide primer

and two coats of approved enamel paint, all fixtures, fasteners, and necessary

anchoring in PCC/RCC, including cost of all materials, labour, tools & plants,

loading-unloading, transportation, all leads and lifts complete. The cover shall be

designed to withstand vehicular/pedestrian load as specified and finished true to

line and level.

30 Providing and laying in position FE 500D TMT bar reinforcement including 19.36 MT 73858.70

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

31 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5- 2.00 Nos 55115.70

coarsesand:3-graded stone aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded stone aggregate 20 mm

nominal size) Brick Work Using Brunt clay building bricks having crushing

strength not less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-coarsesand)finished Smooth (i)

In side size 1500 mm x 1500mm and Depth 2.50mt. or as per site condition and

drawing including Precast cover without frame size 750 x 750 mm (heavy Duty

M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

32 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5- 8.00 Nos 46914.50

coarsesand:3-graded stone aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded stone aggregate 20 mm

nominal size) Brick Work Using Brunt clay building bricks having crushing

strength not less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-coarsesand)finished Smooth (i)

In side size 1500 mm x 1500mm and Depth 2.00mt. or as per site condition and

drawing including Precast cover without frame size 750 x 750 mm (heavy Duty

M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

02. Sch B_MMGSY_Khambhatt_pkg_02_normal Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

33 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5- 1.00 Nos 38925.40

coarsesand:3-graded stone aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded stone aggregate 20 mm

nominal size) Brick Work Using Brunt clay building bricks having crushing

strength not less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-coarsesand)finished Smooth (i)

In side size 1500 mm x 1500mm and Depth 1.50mt. or as per site condition and

drawing including Precast cover without frame size 750 x 750 mm (heavy Duty

M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

Rupees One Crore Thirty Four Lakh(s) Six Thousand Seven Hundred Twenty Seven And Paise Eighty

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

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

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

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

(Please strike out which ever is not applicable.)

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment 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.

5 Credit of Dismentalled /Reuse materils amounting of Rs. 23165.72 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

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

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

Sr.Divisional Account Officer Dy.Executive Engineer

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_MMGSY_Khambhatt_pkg_02_normal Page

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working

Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

INDEX OF SPECIFICATION

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

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

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

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

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

(including watering and consolidation)(E) From Borrow area within 3.0 Km. lead

3 Box cutting the road surface to proper slope and camber for making a base for road Attached Separetely

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

4 Providing and laying compacted Quarry Spall (1.28 Cmt. loose volume per Cmt. of Attached Separetely

compacted volumn) with all lead and lift of 25 to 90 mm size compacted volume

including spreading in uniform thickness, hand packing, Watering, rolling with

vibratory roller 80 -100 kN static wt. to proper grade and camber, applying and

5 brooming, and

Providing stonelaying

by providing Attached Separetely

coarse graded materials Grading-II using B.T. M.C. Metal 53.00mm to 26.5mm @

35%, aggregate 26.50 to 4.75mm @ 45% and Stone dust @ 20% as per Table 400-2 of

MORT&H gradation including conveying the materials at site of work, mixing &

spreading in to grade and camber, watering & consolidating at OMC with vibratory

roller including the cost of material, labours etc. complete.

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

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

0.09 Cmt per Total 1 Cmt of Compacted volume) including spreading in uniform

thickness, hand packing, rolling with vibratory roller 80 -100 kN static wt. to proper

grade and camber, applying and brooming, stone screening/ binding materials to fill-up

the interstices of course aggregate watering and compacting etc. complete as per

7 Providing and laying 150 mm thick in 2- Layer (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.

8 Providing and Spraying of Tack Coat using Asphalt VG-30 on Water Bound macadam / Attached Separetely

Wet mix Macadam at the rate of 4.0kg Per 10 sqm. Complete including cleaning the

surface with all cost of labour & Material.

9 Providing and laying Tack coat with Bitumen Asphalt VG-30 at the rate of 2.50 Kg / 10 Attached Separetely

Sq.M. on the prepare bituminous surface etc complete as directed with all labour and

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

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

asphalt grade VG 30 and using B.T. stone aggregates as per MORT & H gradation and

specification with the asphalt of VG-30 grade at the rate of 1.99% i.e.19.90 Kg./M.T.

including heating and mixing asphalt and aggregate by continuous drum mix plant,

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

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

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

11 Providing & laying 37.5mm thick Bituminous macadam with Asphalt Grade VG-30 for Attached Separetely

tack coat @ 2.50 kg / 10 smt. and using B.T. stone aggregate as per required gradation

with asphalt of VG-30 at the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight mix including

heating & mixing in drum mix plant transporting the mix spreading the same by paver

finisher and consolidation by vibratory roller as per MORT&H specification including

cost of all materials fuel, labours, tools and plant etc using contractors own drum mix

plant etc. complete

12 Providing and laying 20 mm thick compacted Mix Seal Surfacing (MSS) with B.T. Attached Separetely

stone chips as per MORT & H gradation and specification and asphalt Grade V.G.-30

for mixing at the rate of 50.90 KG / M.T. by weight of total mix i.e. (5.09 % by weight

of total mix) including heating the asphalt and aggregates in drum mix plant and

spreading the same by paver finisher including rolling and consolidation with 10-12

tonnes vibratory and power roller and providing all materials, equipments, tools, and

plants, fire wood, oil, kerosene, labour charges etc. and using contractor's own

machineries drum mix plant and paver finisher etc. complete.

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

materials as and where directed. (A) RCC Work

14 Providing and laying Cement concrete M-20 with curing including compacting with Attached Separetely

surface mechanical vibrator, Mechanical floater, channeling form work, Grooving &

filling the joints with filler materials etc complete.

15 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block Attached Separetely

30cm length,30cm height and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line and level,filling the joint with

16 C:M 1:3 (1cement:3fine

Providing sand) etc as

and fixing Hectometer complete.

per I.R.C. type design including painting, lettering Attached Separetely

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

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

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

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

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

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.(A) Engineer

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.

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

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

25 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 Crush stone Attached Separetely

aggregates 40 mm nomial size) and curing complete excluding cost of form work in (A)

Foundation and plinth

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

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

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

curing complete.

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

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (iv) 900 mm

28 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft and Attached Separetely

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

29 Providing, fabricating and fixing Mild Steel (MS) drain cover/lid for roadside drain of Attached Separetely

approved size and design, consisting of MS angle/frame (minimum 75x75×6 mm) and

MS flat/bars/grating (as per design spacing) or chequered plate (minimum 5 mm thick),

with verticle Hollow pipe 75 x 75 x 6.3 mm thick and Bottom stiffner as T bar 75x 50x

5 mm th. and Flat on top welded properly to form a rigid and durable cover, complete

as per approved drawings and direction of Engineer-in-Charge.

The work shall include cutting, welding, grinding, finishing, providing stiffeners where

required, proper seating arrangement in drain opening with MS frame embedded in

concrete, and ensuring easy opening/handling arrangement with hooks or lifting

handles.The item includes applying one coat of red oxide primer and two coats of

approved enamel paint, all fixtures, fasteners, and necessary anchoring in PCC/RCC,

including cost of all materials, labour, tools & plants, loading-unloading, transportation,

all leads and lifts complete. The cover shall be designed to withstand

vehicular/pedestrian load as specified and finished true to line and level.

30 Providing and laying in position FE 500D TMT bar reinforcement including cutting, Attached Separetely

bending, hooking and tying complete as per detailed drawings for the following.(A)

Piers (B) Abutments (C) R.C.C. Returns

31 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5-coarsesand:3- Attached Separetely

graded stone aggregate 20 mm nominal size) foundation concrete (P.C.C) 1:2:4 mix (1-

cement:2-coarsesand:4graded stone aggregate 20 mm nominal size) Brick Work Using

Brunt clay building bricks having crushing strength not less than 35 kg/Sq.cm with

Cement mortar 1:6 in side plastering 15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm and Depth 2.50mt. or

as per site condition and drawing including Precast cover without frame size 750 x

mm (heavy Duty M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

32 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5-coarsesand:3- Attached Separetely

graded stone aggregate 20 mm nominal size) foundation concrete (P.C.C) 1:2:4 mix (1-

cement:2-coarsesand:4graded stone aggregate 20 mm nominal size) Brick Work Using

Brunt clay building bricks having crushing strength not less than 35 kg/Sq.cm with

Cement mortar 1:6 in side plastering 15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm and Depth 2.00mt. or

as per site condition and drawing including Precast cover without frame size 750 x

mm (heavy Duty M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

33 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1-cement:1.5-coarsesand:3- Attached Separetely

graded stone aggregate 20 mm nominal size) foundation concrete (P.C.C) 1:2:4 mix (1-

cement:2-coarsesand:4graded stone aggregate 20 mm nominal size) Brick Work Using

Brunt clay building bricks having crushing strength not less than 35 kg/Sq.cm with

Cement mortar 1:6 in side plastering 15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm and Depth 1.50mt. or

as per site condition and drawing including Precast cover without frame size 750 x

mm (heavy Duty M-10) CI Steps 150 mm c/c alternate as per detailed Drawing.

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-

Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

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 527.56 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 355.74 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 785.68 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) 42.08 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

02. Sch B_MMGSY_Khambhatt_pkg_02_normal

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

6 Grit as Key aggregate (12 mm) 64.52 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

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 30.16 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/ 37.00 Cum *Silt Content,F.M One test per 250 Cum

10 Stonedust 270.52 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 82.00 Cum P.I ,CBR,MDB

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

13 Asphalt (VG-30) 36.87 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.

02. Sch B_MMGSY_Khambhatt_pkg_02_normal

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

14 Tack Coat *Binder Temperature for application

Irregular close in intervals

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

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) 296.991 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) 19.36 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.

02. Sch B_MMGSY_Khambhatt_pkg_02_normal

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

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

Schedule 'B' taken

19 Retro Reflective Sheeting for the signage 6.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Road studs / Cat Eyes 75.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

21 Hot Applied Thermoplast Road Marking 187.00 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_02_normal

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Clearing and grubbing road land including Earthwork for embankment including

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

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

to 300 mm removal of stumps of trees cut consolidation)(E) From Borrow area

earlier and disposal of unserviceable within 3.0 Km. lead

materials (C) By mechanical means in

area of light jungle

Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Total Quantity 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 3 Item No : 4 Item No :

Box cutting the road surface to proper Providing and laying compacted Quarry Providing and laying 150mm thick

slope and camber for making a base for Spall (1.28 Cmt. loose volume per Cmt. of Granular sub base in required layer by

road work including removing the compacted volumn) with all lead and lift of providing coarse graded materials

excavated stuff and depositing on the 25 to 90 mm size compacted volume Grading-II using B.T. M.C. Metal

road side slope as directed upto including spreading in uniform thickness, 53.00mm to 26.5mm @ 35%, aggregate

50Mt.lead. hand packing, Watering, rolling with 26.50 to 4.75mm @ 45% and Stone dust

vibratory roller 80 -100 kN static wt. to @ 20% as per Table 400-2 of MORT&H

proper grade and camber, applying and gradation including conveying the

brooming, stone screening/ binding materials at site of work, mixing &

materials to fill-up the interstices of spreading in to grade and camber,

Unit Cum Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 6 Item No : 7 Item No :

Providing and laying 100 mm thick Providing and laying 150 mm thick in 2- Providing and Spraying of Tack Coat

Compacted WBM (Using loose volume, Layer (75+75 mm) Compacted WBM ( using Asphalt VG-30 on Water Bound

MCBT metal size 45 to 90 mm size) (1.21 Using loose volume, MCBT metal size 45 macadam / Wet mix Macadam at the rate

Cmt.B.T. Grit 11.2 mm size 0.18 cmt, to 63 mm size) (1.21 Cmt.B.T. Grit 11.2 of 4.0kg Per 10 sqm. Complete including

Stone dust 0.09 Cmt per Total 1 Cmt of mm size 0.12 cmt, Stone dust 0.06 Cmt cleaning the surface with all cost of labour

Compacted volume) including spreading per Total 1 Cmt of Compacted volume) & Material.

in uniform thickness, hand packing, rolling including spreading in uniform

with vibratory roller 80 -100 kN static wt. thickness,hand packing, rolling with

to proper grade and camber, applying and vibratory roller 80 -100 kN static wt. to

brooming, stone screening/ binding proper grade and camber, applying and

Unit Cum Cum Sqmt

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 9 Item No : 10 Item No :

Providing and laying Tack coat with Providing and laying Builtup spray grout Providing & laying 37.5mm thick

Bitumen Asphalt VG-30 at the rate of 2.50 base 37.50 mm thick in Single layer using Bituminous macadam with Asphalt Grade

Kg / 10 Sq.M. on the prepare bituminous asphalt grade VG 30 and using B.T. VG-30 for tack coat @ 2.50 kg / 10 smt.

surface etc complete as directed with all stone aggregates as per MORT & H and using B.T. stone aggregate as per

labour and materials gradation and specification with the required gradation with asphalt of VG-30

asphalt of VG-30 grade at the rate of at the rate of 3.40 % i.e. 34.0 Kg/ M.T. by

1.99% i.e.19.90 Kg./M.T. including weight mix including heating & mixing in

heating and mixing asphalt and aggregate drum mix plant transporting the mix

by continuous drum mix plant, spreading the same by paver finisher and

transporting the mix, and spreading the consolidation by vibratory roller as per

Unit Sqmt MT. MT.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 12 Item No : 13 Item No :

Providing and laying 20 mm thick Dismentaling the existing structure Providing and laying Cement concrete M-

compacted Mix Seal Surfacing (MSS) including removing and stacking the 20 with curing including compacting with

with B.T. stone chips as per MORT & H dismentelled materials as and where surface mechanical vibrator, Mechanical

gradation and specification and asphalt directed. (A) RCC Work floater, channeling form work, Grooving &

Grade V.G.-30 for mixing at the rate of filling the joints with filler materials etc

50.90 KG / M.T. by weight of total mix i.e. complete.

(5.09 % by weight of total mix) including

heating the asphalt and aggregates in

drum mix plant and spreading the same

by paver finisher including rolling and

Unit MT. Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 15 Item No : 16 Item No :

Providing and fixing pre-cast concrete Providing and fixing Hectometer as per Cautionary Warning Sign :-Providing and

kerb stone of gray cement based I.R.C. type design including painting, fixing sing boards made out of 2mm

concrete block 30cm length,30cm height lettering etc. complete.(ii) Fixing in C.C. aluminium sheet; size 90 x 90 x 90 cms.

and 15cm thick of M250 grade concret as 1:5:10 equilateral triangle as per design of IRC-

per approved design and including 67-1977. Pre treated with phospheting

excavation for fixing in proper line and process & acid etching; coated with one

level,filling the joint with C:M 1:3 coat of epoxy primer and two coats of

(1cement:3fine sand) etc complete. best quality epoxy paint ;reflectorised with

retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand

Unit Rmt Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 18 Item No : 19 Item No :

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

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

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

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

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

process & acid etching; coated with one reflectorising glass beads @ 250gms per bituminous adhesive 100g. with each unit

coat of epoxy primer and two coats of sqm area, thickness of 2.5mm is for fixing. (High Intensity grade)

best quality epoxy paint; reflectorised with excluding of surface applied glass beads

retro refiective sheeting as per latest as per IRC:35-2015. The finished surface

M.O.S.T. Specifications; Letters and to be level, uniform and free from streaks

Unit Nos. Sq.mt Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 21 Item No : 22 Item No :

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

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

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

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

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

MS angles of 25 x 25 x 5 mm thick M.S of Two Plates of ACM (Aluminum unit consisting of Three Plates ACM

angle shall be welded by two vertical M.S Composite Material), material (Aluminum Composite Material), material

angle of 5 mm thick to 75 mm x 75 mm of specifications as per clause 17001.3. The specificaitons as per clause 17001.3. The

12 SWG square tubes posts duly top most plate will be of 3mm ACP in top most plate will be of 3mm ACM in

embedded in cement concrete M-15 diamond shape of 600x600mm size, diamond shape of 600x600mm size,

Unit Nos. Nos. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Box Drain 0.00 0.00

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 24 Item No : 25 Item No :

Excavation for foundation upto 1.5M. Providing and laying cement concrete Providing and filling in foundation with

depth including sorting out and stacking 1:4:8 (1 Cement : 4 coarse sand : 8 ordinary Cement concrete M-100 mix and

of useful materials and disposing of the Crush stone aggregates 40 mm nomial providing necessary vertical pin headers

excavated stuff upto 50 meter lead.(B) size) and curing complete excluding cost including formwork, vibrating, ramming

Dense or Hard soil. of form work in (A) Foundation and plinth and curing complete.

Unit Cum Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 27 Item No : 28 Item No :

Supplying and fixing reinforced concrete Providing and casting in situ Controlled Providing, fabricating and fixing Mild Steel

heavy duty non-pressure pipes with cement concrete M-250 for R.C.C. Raft (MS) drain cover/lid for roadside drain of

collars for culverts including setting and and cut-off walls including necessary approved size and design, consisting of

joining the pipes in C.M. 1:2 watering and shuttering laying, vibrating, ramming and MS angle/frame (minimum 75x75×6 mm)

laying (To level of slops of I.S. 458 / 1971 curing complete. and MS flat/bars/grating (as per design

Class NP4 of following internal diameter. spacing) or chequered plate (minimum

(iv) 900 mm dia. mm thick), with verticle Hollow pipe 75 x

75 x 6.3 mm thick and Bottom stiffner as

T bar 75x 50x 5 mm th. and Flat on top

welded properly to form a rigid and

Unit Rmt Cum Kg

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500- 0.00 0.00

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 30 Item No : 31 Item No :

Providing and laying in position FE 500D Constructing Manhole with R.C.C. top Constructing Manhole with R.C.C. top

TMT bar reinforcement including cutting, slab in 1:1.5:3 mix (1-cement:1.5- slab in 1:1.5:3 mix (1-cement:1.5-

bending, hooking and tying complete as coarsesand:3-graded stone aggregate 20 coarsesand:3-graded stone aggregate

per detailed drawings for the following.(A) mm nominal size) foundation concrete mm nominal size) foundation concrete

Piers (B) Abutments (C) R.C.C. Returns (P.C.C) 1:2:4 mix (1-cement:2- (P.C.C) 1:2:4 mix (1-cement:2-

coarsesand:4graded stone aggregate 20 coarsesand:4graded stone aggregate

mm nominal size) Brick Work Using Brunt mm nominal size) Brick Work Using Brunt

clay building bricks having crushing clay building bricks having crushing

strength not less than 35 kg/Sq.cm with strength not less than 35 kg/Sq.cm with

Cement mortar 1:6 in side plastering Cement mortar 1:6 in side plastering

Unit MT Nos Nos

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500- 0.00 0.00

Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No :

Constructing Manhole with R.C.C. top Total Amount

Constructing Manhole with R.C.C. top Total Amount

slab in 1:1.5:3 mix (1-cement:1.5-

coarsesand:3-graded stone aggregate

mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2- Total amount 18% GST Quality Control Contingency

(P.C.C) 1:2:4 mix (1-cement:2- Total amount 18% GST Quality Control Contingency

coarsesand:4graded stone aggregate

mm nominal size) Brick Work Using Brunt

clay building bricks having crushing

strength not less than 35 kg/Sq.cm with

Cement mortar 1:6 in side plastering

Qty Rate Amount 1 2 3

1 Widening and Strengthening of Vatra

Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500- 0.00

Upgradation of Ralej Gamtal) Ta. 13406727.86 2413211.58 134067.31

Khambhat Dist:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name of Work :- Widening and

Strengthening of Vatra Ralej Road Km.

0/000 to 4/500 (VR) (Working Section:- 3/650

to 4/500-Upgradation of Ralej Gamtal) Ta.

Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Amount of Credit

of Dismentalling Not Put to

Total Technical Total Technical

Materials & Tender Round off

Sanction (1 + 6) Sanction (7+8)

Materials Reused (2+3+4+5)

Unit Deputy Executive Engineer

5 6 7 8 9 Panchayat (R & B) Sub Division

1 Widening and Strengthening of Vatra Khambhat

Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500-

Upgradation of Ralej Gamtal) Ta. -23165.72 2591146.83 15997874.69 5.31

Khambhat Dist:- Anand

Total Quantity 0.00 0.00 Panchayat (R & B) Division

Consolidation Page

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg.

No. AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

GENERAL INFORMATION

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

2 Cost of work put to tender  Rs.

3 Amount of Technical Sanctioned with authority  Ts. For Rs 15997880.00 By S.E.Panchyat ,R &

B Ahmedabad Circle , as per Item No 431 Pg

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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500

(VR) (Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat

Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

(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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working

Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working

Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

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

Add. Assistant Engineer of the

Executive Engineer

Panchayat (R & B) Division

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

Tender clerk of the

Executive Engineer

Panchayat (R & B) Division

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

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

attached in other copies.

Dy.Executive Engineer

Panchyat (R & B) Sub Division

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

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

financial or Constructual implications.

DRAFT TENDER PAPERS.

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-Upgradation of

Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

Taluka :Khambhat District : Anand

STATEMENT SHOWING ASPHALT (VG30) CONSUMPTION

For 0.18 cum/10 sqmt

37.5mmBuilt up Spray Grout 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

For Tack Coat For Tack Coat

4.0kg / 10 sqm 2.5 Kg / 10 Sq.M 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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500

(VR) (Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat

Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

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. : (23,165.72) 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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg.

No. AND/MMGSY/NORMAL/WD/2025-26/02

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 14 Providing and laying Cement concrete M-20 with curing including Cum 498.00 360.00

compacting with surface mechanical vibrator, Mechanical floater,

channeling form work, Grooving & filling the joints with filler

materials etc complete.

2 16 Providing and fixing Hectometer as per I.R.C. type design Nos. 3.00 11.70

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

3 17 Cautionary Warning Sign :-Providing and fixing sing boards made Nos. 5.00 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)

4 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)...

5 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

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

6 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.

7 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

and two coats of epoxy paint. The design, painting and lettering

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

8 25 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse Cum 187.00 220.00

sand : 8 Crush stone aggregates 40 mm nomial size) and curing

complete excluding cost of form work in (A) Foundation and plinth

9 26 Providing and filling in foundation with ordinary Cement concrete Cum 81.00 220.00

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

10 27 Supplying and fixing reinforced concrete heavy duty non-pressure Rmt 184.00 3.74

pipes with collars for culverts including setting and joining the

pipes in C.M. 1:2 watering and laying (To level of slops of I.S.

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

11 28 Providing and casting in situ Controlled cement concrete M-250 for Cum 121.00 380.00

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

12 31 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1- Nos 2.00 1184.02

cement:1.5-coarsesand:3-graded stone aggregate 20 mm nominal

size) foundation concrete (P.C.C) 1:2:4 mix (1-cement:2-

coarsesand:4graded stone aggregate 20 mm nominal size) Brick

Work Using Brunt clay building bricks having crushing strength not

less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm

and Depth 2.50mt. or as per site condition and drawing including

Precast cover without frame size 750 x 750 mm (heavy Duty M-10)

CI Steps 150 mm c/c alternate as per detailed Drawing.

13 32 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1- Nos 8.00 1044.07

cement:1.5-coarsesand:3-graded stone aggregate 20 mm nominal

size) foundation concrete (P.C.C) 1:2:4 mix (1-cement:2-

coarsesand:4graded stone aggregate 20 mm nominal size) Brick

Work Using Brunt clay building bricks having crushing strength not

less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm

and Depth 2.00mt. or as per site condition and drawing including

Precast cover without frame size 750 x 750 mm (heavy Duty M-10)

CI Steps 150 mm c/c alternate as per detailed Drawing.

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

14 33 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix (1- Nos 1.00 904.72

cement:1.5-coarsesand:3-graded stone aggregate 20 mm nominal

size) foundation concrete (P.C.C) 1:2:4 mix (1-cement:2-

coarsesand:4graded stone aggregate 20 mm nominal size) Brick

Work Using Brunt clay building bricks having crushing strength not

less than 35 kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 1500 mm x 1500mm

and Depth 1.50mt. or as per site condition and drawing including

Precast cover without frame size 750 x 750 mm (heavy Duty M-10)

CI Steps 150 mm c/c alternate as per detailed Drawing.

STATEMENT SHOWING STEEL CONSUMPTION

Sr Total Qty in

It No Item Unit Qty

1 30 Providing and laying in position FE 500D TMT bar reinforcement MT 19.36

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-Upgradation of Ralej

Gamtal) Ta. Khambhat Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

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 :- Widening and Strengthening of Vatra Ralej Road

Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-Upgradation

of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 296.99 MT 5234.00

3 Asphalt VG-30 36.87 MT 52992.00

Total (Asphalt &

Deputy Executive Engineer Executive Engineer

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

Name of Work :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:-

3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/02

STATEMENT SHOWING THE PRICE ADJUSTMENT

Sr. Cost for Percentage of

Details of Component Tender Cost

No. Component Component

[F] Plant and Machinery Spares, Pp = 2320272.98 x 100.00 / 13406727.86 =

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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

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 0.22 girth up to 300 mm removal of stumps of trees cut 28455.1 Ha. 6260.122 0 0 0 0 30 1878.04 55 3443.07 15

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

Earthwork for embankment including breaking clods,

dressing with all lead and lift (including watering and

consolidation)(E) From Borrow area within 3.0 Km. lead

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

Providing and laying compacted Quarry Spall (1.28

Cmt. loose volume per Cmt. of compacted volumn) with

all lead and lift of 25 to 90 mm size compacted volume

including spreading in uniform thickness, hand packing,

4 26 Watering, rolling with vibratory roller 80 -100 kN static 1373.6 Cum 35713.6 0 0 0 12.00 4285.63 28.5 10178.38 41.65 14874.71 17.85

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

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,

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

7 436 uniform thickness,hand packing, rolling with vibratory 1998.79 Cum 871472.44 0 0 0 29.00 252727.01 19.5 169937.13 36.05 314165.81 15.45

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

Providing and Spraying of Tack Coat using Asphalt VG-

30 on Water Bound macadam / Wet mix Macadam at

cleaning the surface with all cost of labour & Material.

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

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

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

Providing and laying Tack coat with Bitumen Asphalt

VG-30 at the rate of 2.50 Kg / 10 Sq.M. on the prepare

9 2306 bituminous surface etc complete as directed with all 15.55 Sqmt 35858.3 0 0 0.25 30549.89 0.00 0 4.44116 1592.52 7.401926 2654.21 2.961

labour and materials

Providing and laying Builtup spray grout base

mm thick in Single layer using asphalt grade VG 30 and

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.

Providing & laying 37.5mm thick Bituminous macadam

with Asphalt Grade VG-30 for tack coat @ 2.50 kg /

smt. and using B.T. stone aggregate as per required

gradation with asphalt of VG-30 at the rate of 3.40 %

i.e. 34.0 Kg/ M.T. by weight mix including heating &

mixing in drum mix plant transporting the mix spreading

the same by paver finisher and consolidation by

11 425 vibratory roller as per MORT&H specification including 3284.52 MT. 1395921 0 0 36.27 816858.43 12.48 174245.48 11.45 159832.95 13 181469.73 4.55

cost of all materials fuel, labours, tools and plant etc

using contractors own drum mix plant etc. complete

Providing and laying 20 mm thick compacted Mix Seal

Surfacing (MSS) with B.T. stone chips as per MORT &

H gradation and specification and asphalt Grade V.G.-

30 for mixing at the rate of 50.90 KG / M.T. by weight of

total mix i.e. (5.09 % by weight of total mix) including

heating the asphalt and aggregates in drum mix plant

12 237 and spreading the same by paver finisher including 3989.5 MT. 945511.5 0 0 50.9 639258.39 3.39 32054.78 8.75 82732.26 15 141826.73 5.25

rolling and consolidation with 10-12 tonnes vibratory

and power roller and providing all materials,

equipments, tools, and plants, fire wood, oil, kerosene,

labour charges etc. and using contractor's own

machineries drum mix plant and paver finisher etc.

Dismentaling the existing structure including removing

and stacking the dismentelled materials as and where

Providing and laying Cement concrete M-20 with curing

including compacting with surface mechanical vibrator,

14 498 Mechanical floater, channeling form work, Grooving & 4915.67 Cum 2448003.66 360 938351.52 0 0 29.87 731186.98 16.73 409551.01 11.15 272952.41 3.92

filling the joints with filler materials etc complete.

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

15 430 approved design and including excavation for fixing in 374.92 Rmt 161215.6 0 0 0 52.87 85234.69 25.99 41899.93 17.33 27938.66 3.81

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Estimated Cement Component Steel Component Asphalt Component Plant and Machinary POL

Sr. Other Material Component Labour Component

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

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

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

16 3 design including painting, lettering etc. complete.(ii) 356.5 Nos. 1069.5 11.7 183.71 0 0 37.32 399.17 25 267.38 18 192.51 2.5

Fixing in C.C. 1:5:10

Cautionary Warning Sign :-Providing and fixing sing

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

1977. Pre treated with phospheting process & acid

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

19 187 reflectorising glass beads on bitumin surface providing 367.72 Sq.mt 68763.64 0 0 0 85.00 58449.09 10 6876.36 3.5 2406.73 1.5

and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @

Supplying and fixing cat eye (Stimsonite) made out

20 75 from Acrilo beautile sterine injuction high compressed 375.72 Nos. 28179 0 0 0 88.00 24797.52 11 3099.69 0.7 197.25 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

Excavation for foundation upto 1.5M. depth including

24 821 sorting out and stacking of useful materials and 253.89 Cum 208443.69 0 0 0 0.00 0 30 62533.11 55 114644.03 15

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

Dense or Hard soil.

Providing and laying cement concrete 1:4:8 (1 Cement :

nomial size) and curing complete excluding cost of form

work in (A) Foundation and plinth

Providing and filling in foundation with ordinary Cement

26 81 concrete M-100 mix and providing necessary vertical 3345.59 Cum 270992.79 220 93269.88 0 0 23.57 63878.84 22.6 61244.37 15.07 40838.61 4.34

pin headers including formwork, vibrating, ramming and

curing complete.

Supplying and fixing reinforced concrete heavy duty

non-pressure pipes with collars for culverts including

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

following internal diameter. (iv) 900 mm dia.

Providing and casting in situ Controlled cement

including necessary shuttering laying, vibrating,

ramming and curing complete.

Providing, fabricating and fixing Mild Steel (MS) drain

29 788 cover/lid for roadside drain of approved size and 137.36 Kg 108239.68 0 0 0 82.65 89460.1 10.3 11148.69 6.87 7436.07 0.18

design, consisting of MS angle/frame (minimum

75x75×6 mm) and MS flat/bars/grating (as per design

Providing and laying in position FE 500D TMT bar

30 19.36 reinforcement including cutting, bending, hooking and 73858.7 MT 1429904.432 0 19.36 1150371.2 0 7.35 105084.89 6.41 91656.87 4.27 61056.92 1.52

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

Constructing Manhole with R.C.C. top slab in 1:1.5:3

aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded

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

Constructing Manhole with R.C.C. top slab in 1:1.5:3

aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded

Constructing Manhole with R.C.C. top slab in 1:1.5:3

aggregate 20 mm nominal size) foundation concrete

(P.C.C) 1:2:4 mix (1-cement:2-coarsesand:4graded

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 :- Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR)

(Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand Pkg.

No. AND/MMGSY/NORMAL/WD/2025-26/02

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. 19/12/2025 Sr No.01 for Rs.

160.00 lacs Under MMGSY Year

3 Technical Approval Date and - - :-

Amount (Attach letter)

Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) Ts. For Rs 15997880.00 By

(Working Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. S.E.Panchyat ,R & B Ahmedabad

Khambhat Dist:- Anand Circle , as per Item No 431 Pg No

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= 14.74 Lo=

(B) Cement, PC Section 4 66 :- PC= 11.60 Co=

(C) Steel, PS Section 4 67 :- PS= 8.58 So=

(D) Bitumen, Pb Section 4 67 :- Pb= 14.58 Bo=

(E) POL, Pf Section 4 68 :- Pf= 6.46 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 17.31 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 26.75 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

Widening and Strengthening of Vatra Ralej Road Km. 0/000 to 4/500 (VR) (Working

Section:- 3/650 to 4/500-Upgradation of Ralej Gamtal) Ta. Khambhat Dist:- Anand

Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/02

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