Civil Work

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia Dist.:-

Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

1 Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara

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 0.04 Ha 28455.09

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

2 Scarifying & Removing bitumen Macadam surface including completely removing 150.00 Sq.mt 40.62

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

and disposing off remaining stuff. Complete. As per instruction in Charge

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by 101.00 Cum 1280.68

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

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

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

density etc completed.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 12.00 Cum 1859.41

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

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

roller etc. as per MoRTH Specification compelete as directed by Engineer - in -

5 Providing and laying 100 mm Compacted of Specified Hard Murrum in side 30.00 Cum 1042.32

shoulder including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

6 Earthwork for embankment including breaking clods, dressing with all lead and 772.00 Cum 162.58

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur during

the process using power roller 8T to 10T.(C) From Borrow area within 1.0KM.

7 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) at 225.00 Sq.mt 63.02

rate of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour and material

8 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips as per 11.00 M.T 3668.32

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

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

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

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

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

own machineries etc.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C 30.00 Cum 5128.78

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

joints with bitumen etc as per Engineer Incharge.

02. Sch B_MMGSY_Khervadi Gorej Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

10 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 6.00 Nos. 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per

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

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

reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35x35x3mm; painted with bestquality

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

numerals for each board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of engineer in

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

manufacturer & a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor. (A) Class-B

Type-4 Retro Reflective sheeting

11 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 2.00 Nos. 3518.69

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per the instruction of

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

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

supervision of engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be submitted by

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

12 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos. 3906.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per the instruction of

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

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

supervision of engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be submitted by

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

13 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 359.80 Cum 247.85

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

Dense or Hard soil

14 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 55.10 Cum 3306.85

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

02. Sch B_MMGSY_Khervadi Gorej Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

15 Providing and casting in situ ordinary cement concrete M-150 mix and 602.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

16 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 20.00 Rmt 4685.19

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

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

diameter. (iv) 900 mm dia.

17 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 1724.25 Kg 77.29

binding and placing in position complete upto floor two level

18 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 305.00 No 84.63

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

detailed specification.

19 Providing and laying filter Media 600mm thick directed at the back of abutments, 352.50 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

20 Dismentaling the existing structure including removing and stacking the 29.00 Cum 908.21

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

21 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 75.00 Rmt. 3354.21

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

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

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

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

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

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

22 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 222.00 Cum 596.77

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

necessary and disposing of the excavated stuff as directed .

23 Providing and filling in foundation with ordinary Cement concrete mix and 47.00 Cum 3677.41

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

24 Providing and casting in situ Controlled cement concrete M-250 mix and 54.00 Cum 4361.18

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

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

25 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of 12.26 M.T 73858.70

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

complete as per detailed drawings and specifications for various structural

26 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 29.00 Cum 5626.71

slab including centering, scaffolding, curing and finishing complete.

27 Providing and casting in situ controlled cement concrete M-250 for average 75 10.00 Cum 5230.79

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

curing and fillingin joints with bitumen complete

28 Providing and filling sand behind abutments and between returns in layers as 220.00 Cum 456.56

29 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings 8.00 Nos. 159.37

as per drawings.

02. Sch B_MMGSY_Khervadi Gorej Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

30 Provision of an Reinforced cement concrete crash barrier at theedges of the road, 17.00 Rmt 1380.67

approaches to bridge structures and medians,constructed with M-20 grade

concrete with HYSD reinforcementconforming to IRC:21 and dowel bars 25 mm

dia, 450 mm long atexpansion joints filled with pre-moulded asphalt filler board,

keyed tothe structure on which it is built and installed as per design given inthe

enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated24 June

as per dimensions in the approved drawing and atlocations directed by the

Engineer, all as specified (i) M 25 Grade Concrete

31 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 10.00 Sq.mt 703.53

32 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos. 3540.12

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia

Circle as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per the instruction of

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

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

supervision of engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor exposure

test report from third party test lab for the product offered shall be submitted by

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

33 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm 2.00 Nos. 9867.07

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

rectangular as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiective

sheeting of Type-4 as per ASTMD-4956 and latest M.O.S.T.Specifications;

mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shallbe in 1:2:4 CC block of size 45 x 45 x 60ms. for

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

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

original manufacturer & a certified copy of 3 year out door exposure test report

from third party test lab for the product offered shall be submitted by contractor.

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

02. Sch B_MMGSY_Khervadi Gorej Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

34 Around the Island / Road Direction Sign (Big) :-Providingand fixing sign boards 2.00 Nos. 9585.24

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

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

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

qualityepoxy paint ; reflectorised with High Intensity PrismaticGrade retro

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

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

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

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

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

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

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

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

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

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

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

35 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm 2.00 Nos. 9148.16

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

per design of IRC-67-2012. Pre treated with phospheting process & acid etching;

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

reflectorised with High Intensity Prismatic Grade retrorefiective sheeting of Type-

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

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

frame fabricated from suitable size iron angle of 50x50x5mm; 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 60 Cms. for

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

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

original manufacturer & a certified copy of 3 year out door exposure test report

from third party test lab for the product offered shall be submitted by contractor.

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

36 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 mm aluminium 2.00 Nos. 590.98

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

pretreatedwith phospheting process and acid etching, painted withone coat of

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

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

the Retro reflective sheeting from originalmanufacturer & a certified copy of

year outdoorexposure test report from third party test lab for theproduct offered

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

37 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft 48.45 Cum 4443.14

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

curing complete.

38 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and 28.00 Cum 3637.11

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

39 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 38.00 Cum 4549.04

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

curing complete.

02. Sch B_MMGSY_Khervadi Gorej Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

40 Providing rubble block pitching of 22.5 cm thick including preparing the surface 428.16 Sq.mt 839.31

including providing panel wall of CC (1:3:6) @ 3.0 m c/c internal horizontaly and

vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

Rupees Sixty Eight Lakh(s) Sixty Six Thousand Five Hundred Fifty Nine And Paise Fifty Two only

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

(Please strike out which ever is not applicable.)

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

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.

Credit of Dismentalled /Reuse materils amounting of Rs. 240354.81 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 order.

Sr.Divisional Account Officer Dy.Executive Engineer

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

Vadodara Waghodia

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_MMGSY_Khervadi Gorej Page

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-

Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

INDEX OF SPECIFICATION

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

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 jungle

2 Scarifying & Removing bitumen Macadam surface including completely removing out Attached Separetely

the entire existing bituminous Surface, stacking useful materials on road side and

disposing off remaining stuff. Complete. As per instruction in Charge Engineer.

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by providing close Attached Separetely

graded M.C.B.T. material in single layer with motor graderon prepared surface, mixing

by mix in place method with rotovator at OMC and compacted with vibratory roller 80 to

110 KN static weight to achieve desire density etc completed.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.4 mm Attached Separetely

in required layers including using 24% stone screening 11.2 mm size and 8% stone dust

as filler including spreading watering & consolidation by vibratory roller etc. as per

MoRTH Specification compelete as directed by Engineer - in - Charge.

5 Providing and laying 100 mm Compacted of Specified Hard Murrum in side shoulder Attached Separetely

including carraige of material and spreading on prepared base including compacting as

per MOST Specification etc... complete.

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

including watering rolling and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur during the process using power

roller 8T to 10T.(C) From Borrow area within 1.0KM. lead

7 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) at rate of Attached Separetely

7.5 Kg / 10 Sq.M. etc complete as directed with all labour and material

8 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips as per Attached Separetely

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

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

mixing aggregate and asphalt by drum mix plant and spreading the same by paver

finisher including rolling and consolidation with static roller and providing tools and

plant fire wood, oil, kerosene, labour charges using contractor own machineries etc.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix C.C Road Attached Separetely

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

bitumen etc as per Engineer Incharge.

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

10 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / Attached Separetely

3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-

67- 2012. Pre treated with phospheting process & acid etching; coated with one coat of

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

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and

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

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

35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the

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

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

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

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

manufacturer & a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective sheeting

11 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium Attached Separetely

sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per

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

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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for the product

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

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

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of

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

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings

in black and white bends. The details of symbol for each board shall be as per the

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

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

supervision of engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted by contractor.

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

13 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful Attached Separetely

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

14 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.

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

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

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

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

16 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 dia.

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

and placing in position complete upto floor two level

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

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

19 Providing and laying filter Media 600mm thick directed at the back of abutments, returns Attached Separetely

and wing walls as per detailed specifications.

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

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

21 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam Attached Separetely

crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced

m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments

to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause 811)

22 Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays Attached Separetely

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

disposing of the excavated stuff as directed .

23 Providing and filling in foundation with ordinary Cement concrete mix and Attached Separetely

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

curing complete.

24 Providing and casting in situ Controlled cement concrete M-250 mix and providing Attached Separetely

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

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

25 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of grade Fe- Attached Separetely

500D for following items including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for various structural components.

26 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid slab Attached Separetely

including centering, scaffolding, curing and finishing complete.

27 Providing and casting in situ controlled cement concrete M-250 for average 75 mm thick Attached Separetely

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete

28 Providing and filling sand behind abutments and between returns in layers as directed. Attached Separetely

29 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings as per Attached Separetely

30 Provision of an Reinforced cement concrete crash barrier at theedges of the road, Attached Separetely

approaches to bridge structures and medians,constructed with M-20 grade concrete with

HYSD reinforcementconforming to IRC:21 and dowel bars 25 mm dia, 450 mm long

atexpansion joints filled with pre-moulded asphalt filler board, keyed tothe structure on

which it is built and installed as per design given inthe enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated24 June 1994 as per dimensions in the approved

31 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm Attached Separetely

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

32 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm Attached Separetely

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as

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

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

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

4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron

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

bends. The details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

33 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium Attached Separetely

sheet / 4mm ACP(Aluminum composite Panel); size 180x60 cms. rectangular as per

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

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

High Intensity Prismatic Grade retro refiective sheeting of Type-4 as per ASTMD-4956

and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x

x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shallbe in 1:2:4 CC block of size 45 x 45 x 60ms. for each leg

including excavation, curing etc. complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)Class-B Type-4 Retro Reflective

34 Around the Island / Road Direction Sign (Big) :-Providingand fixing sign boards made Attached Separetely

out of 2mm aluminiumsheet / 4mm ACP (Aluminum composite Panel); size180x60 cms.

as per design of IRC-67-2012. Pre treatedwith phospheting process & acid etching;

coated withone coat of epoxy primer and two coats of best qualityepoxy paint ;

reflectorised with High Intensity PrismaticGrade retro refiectivesheeting of Type-4 as per

ASTMD-4956 and latest M.O.S.T.Specifications; 3.3 mtr longstand post of Iron Angle

75 x 75 x 6mm / 65NB CircularMS Pipe as required and frame fabricated from

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

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

engineer in charge. The fixing at site shallbe in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for eachleg including excavation, curing etc.complete under thesupervision of engineer

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

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

party test lab for theproduct offered shall be submitted by contractor. (B)Class-B Type-4

Retro Reflective sheeting

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

35 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm Attached Separetely

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

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

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

High Intensity Prismatic Grade retrorefiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6 mtr long stand post (2Nos.) of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron

angle of 50x50x5mm; 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

x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the

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

from original manufacturer & a certified copy of 3 year out door exposure test report

from third party test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

36 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 mm aluminium sheet / Attached Separetely

4 mm ACP (aluminumComposite Panel), size 30cms diameter circle, pretreatedwith

phospheting process and acid etching, painted withone coat of epoxy primer and two

coats of best qualityepoxy paint reflectorised with retro reflective sheetingas per latest

M.O.S.T. specifications. A warranty for 7years for the Retro reflective sheeting from

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

party test lab for theproduct offered shall be submitted by contractor. (A)Class-B Type-4

Retro Reflective sheeting

37 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft and Attached Separetely

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

38 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut- Attached Separetely

off walls including necessary shuttering laying, vibrating, ramming and curing complete.

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

off walls including necessary shuttering laying, vibrating, ramming and curing complete.

40 Providing rubble block pitching of 22.5 cm thick including preparing the surface Attached Separetely

including providing panel wall of CC (1:3:6) @ 3.0 m c/c internal horizontaly and

vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.04 28455.09 1024.38 0.04 1024.38 28455.09

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 Scarifying & Removing bitumen Macadam surface including completely 150.00 40.62 6093.00 150.00 6093.00 40.62

removing out the entire existing bituminous Surface, stacking useful materials

on road side and disposing off remaining stuff. Complete. As per instruction in

Charge Engineer.

3 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by Cum 101.00 1280.68 129348.68 101.00 129348.68 1280.68

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

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

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

density etc completed.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 12.00 1859.41 22312.92 12.00 22312.92 1859.41

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

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

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

Engineer - in - Charge.

5 Providing and laying 100 mm Compacted of Specified Hard Murrum in side 30.00 1042.32 31269.60 30.00 31269.60 1042.32

shoulder including carraige of material and spreading on prepared base

including compacting as per MOST Specification etc... complete.

6 Earthwork for embankment including breaking clods, dressing with all lead and Cum 772.00 162.58 125511.53 772.00 125511.53 162.58

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

7 Providing and laying evenly priming coat with emulsion bitumien SS1 Sq.mt 225.00 63.02 14180.40 225.00 14180.40 63.02

(IS8887) at rate of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour

8 Providing & Laying 20 mm thick mix seal surface using B.T. stone chips as per 11.00 3668.32 40351.52 11.00 40351.52 3668.32

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

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

total wt. of mix) and mixing aggregate and asphalt by drum mix plant and

spreading the same by paver finisher including rolling and consolidation with

static roller and providing tools and plant fire wood, oil, kerosene, labour

charges using contractor own machineries etc.

9 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix Cum 30.00 5128.78 153863.40 30.00 153863.40 5128.78

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

filling in joints with bitumen etc as per Engineer Incharge.

10 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 6.00 3711.75 22270.50 6.00 22270.50 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as

per design of IRC-67- 2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

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

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

iron angle of 35x35x3mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for each board shall

be as per the instruction of engineer in charge. The fixing at site shall be in

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

curing etc.complete under the supervision of engineer in charge. A warranty for

7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective sheeting

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

11 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 2.00 3518.69 7037.38 2.00 7037.38 3518.69

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the

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

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

under the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

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

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

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

12 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 4.00 3906.19 15624.74 4.00 15624.74 3906.19

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

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and

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

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol for each board shall be as per the

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

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

under the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

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

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

13 Excavation for foundation upto 1.5 m depth including sorting out and stacking Cum 359.80 247.85 89176.43 359.80 89176.43 247.85

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

Dense or Hard soil

14 Providing and filling in foundation with ordinary Cement concrete M-100 mix Cum 55.10 3306.85 182207.44 55.10 182207.44 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

15 Providing and casting in situ ordinary cement concrete M-150 mix and Cum 602.00 3885.47 2339052.94 602.00 2339052.94 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

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

16 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with Rmt 20.00 4685.19 93703.76 20.00 93703.76 4685.19

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

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

diameter. (iv) 900 mm dia.

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

17 Providing TMT Bar FE500D reinforcement for R.C.C. work including 1724.25 77.29 133267.28 1724.25 133267.28 77.29

bending, binding and placing in position complete upto floor two level

18 Providing and laying weep hole in Aburtments, and returns by using A.C. 305.00 84.63 25812.15 305.00 25812.15 84.63

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

per detailed specification.

19 Providing and laying filter Media 600mm thick directed at the back of 352.50 1209.85 426472.13 352.50 426472.13 1209.85

abutments, returns and wing walls as per detailed specifications.

20 Dismentaling the existing structure including removing and stacking the 29.00 908.21 26338.09 29.00 26338.09 908.21

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

21 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 75.00 3354.21 251565.75 75.00 251565.75 3354.21

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

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

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,

330 mm long complete as per clause 811)

22 Excavation for foundation in hard murrum and boulders and very stiff or 222.00 596.77 132482.94 222.00 132482.94 596.77

sticky, clays and other similar strata including shoring and strutting and

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

23 Providing and filling in foundation with ordinary Cement concrete mix 47.00 3677.41 172838.27 47.00 172838.27 3677.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

24 Providing and casting in situ Controlled cement concrete M-250 mix and 54.00 4361.18 235503.72 54.00 235503.72 4361.18

providing necessary pin headers including shuttering, scaffolding, laying

vibrating, curing and finishing etc., complete without grooves(Height from

25 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) 12.26 73858.70 905507.66 12.26 905507.66 73858.70

of grade Fe-500D for following items including cutting, bending, hooking,

tying etc. complete as per detailed drawings and specifications for various

structural components.

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

26 Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid 29.00 5626.71 163174.59 29.00 163174.59 5626.71

slab including centering, scaffolding, curing and finishing complete.

27 Providing and casting in situ controlled cement concrete M-250 for average 75 10.00 5230.79 52307.90 10.00 52307.90 5230.79

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

curing and fillingin joints with bitumen complete

28 Providing and filling sand behind abutments and between returns in layers as 220.00 456.56 100443.20 220.00 100443.20 456.56

29 Provding P.V.C. 100 mm diameter water spouts including necessary iron 8.00 159.37 1274.96 8.00 1274.96 159.37

gratings as per drawings.

30 Provision of an Reinforced cement concrete crash barrier at theedges of the Rmt 17.00 1380.67 23471.39 17.00 23471.39 1380.67

road, approaches to bridge structures and medians,constructed with M-20 grade

concrete with HYSD reinforcementconforming to IRC:21 and dowel bars

mm dia, 450 mm long atexpansion joints filled with pre-moulded asphalt filler

board, keyed tothe structure on which it is built and installed as per design

given inthe enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated24 June 1994 as per dimensions in the approved drawing and atlocations

31 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 10.00 703.53 7035.30 10.00 7035.30 703.53

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

32 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 8.00 3540.12 28320.97 8.00 28320.97 3540.12

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms.

Dia Circle as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

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

iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the

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

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

under the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

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

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

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

33 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm 2.00 9867.07 19734.15 2.00 19734.15 9867.07

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

rectangular as per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTMD-4956 and latest

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

x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in

black and white bends. The details of symbol for each board shall be as per the

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

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

under the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

year out door exposure test report from third party test lab for the product

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

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

34 Around the Island / Road Direction Sign (Big) :-Providingand fixing sign 2.00 9585.24 19170.48 2.00 19170.48 9585.24

boards made out of 2mm aluminiumsheet / 4mm ACP (Aluminum composite

Panel); size180x60 cms. as per design of IRC-67-2012. Pre treatedwith

phospheting process & acid etching; coated withone coat of epoxy primer and

two coats of best qualityepoxy paint ; reflectorised with High Intensity

PrismaticGrade retro refiectivesheeting of Type-4 as per ASTMD-4956 and

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

6mm / 65NB CircularMS Pipe as required and frame fabricated from

suitablesize iron angle of 35 x 35 x 3mm; painted withbestquality epoxy

coatings in black and white bends. Thedetails of symbol for each board shall be

as per theinstruction of engineer in charge. The fixing at site shallbe in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for eachleg including excavation, curing

etc.complete under thesupervision of engineer in charge. A warranty for

yearsfor the Retro reflective sheeting from originalmanufacturer & a certified

copy of 3 year outdoorexposure test report from third party test lab for

theproduct offered shall be submitted by contractor. (B)Class-B Type-4 Retro

Reflective sheeting

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

35 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm 2.00 9148.16 18296.31 2.00 18296.31 9148.16

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

as per design of IRC-67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with High Intensity Prismatic Grade retrorefiective

sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6 mtr long stand post (2Nos.) of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of

50x50x5mm; 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 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year out door exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

36 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 mm 2.00 590.98 1181.96 2.00 1181.96 590.98

aluminium sheet / 4 mm ACP (aluminumComposite Panel), size 30cms

diameter circle, pretreatedwith phospheting process and acid etching, painted

withone coat of epoxy primer and two coats of best qualityepoxy paint

reflectorised with retro reflective sheetingas per latest M.O.S.T. specifications.

A warranty for 7years for the Retro reflective sheeting from

originalmanufacturer & a certified copy of 3 year outdoorexposure test report

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

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

37 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. 48.45 4443.14 215270.13 48.45 215270.13 4443.14

Raft and cutt-off walls including necessary shuttering laying, vibrating,

ramming and curing complete.

Construction of Box Culvert on khervadi

Goraj Road (VRNP) Km. 5/200 to 5/400 Total Qty & Amount

Sr Ta.:-Waghodia Dist.:-Vadodara

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

38 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft 28.00 3637.11 101839.08 28.00 101839.08 3637.11

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

curing complete.

39 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 38.00 4549.04 172863.52 38.00 172863.52 4549.04

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

ramming and curing complete.

40 Providing rubble block pitching of 22.5 cm thick including preparing the 428.2 839.31 359358.97 428.16 359358.97 839.31

surface including providing panel wall of CC (1:3:6) @ 3.0 m c/c internal

horizontaly and vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3

Total Estimated Amount 6866559.52 6866559.52

Amount put tender 6866559.52 6866559.52

Difference Rs. 1132970.87 1132970.87

Details Of Difference

1 % Q.C. testing charge 68665.71 68665.71

Credit For Dismentalling & Reuse Material -2633.81 -2633.81 -2633.81

Add 20000 per km for Road Saftey audit 0.00

Add Diversion Credit -237721.00 -237721.00 -237721.00

For Conte. Charge 68665.71 68665.71

Diff.due to rounding off & 11.48 11.48

Calculation / Airthmatic Mistake Diff. for av.rate

Total Difference Rs. 1132970.871 1132970.871

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Construction of Box Culvert on khervadi Goraj

Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia

Dist.:-Vadodara

Box Culvert Protection

( 3 x 3 ) 2 - Wall 2.5 Amount

13 Excavation for foundation upto 1.5 m depth including sorting 280.00 79.80

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

14 Providing and filling in foundation with ordinary Cement 32.00 11.40

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

15 Providing and casting in situ ordinary cement concrete M- 166.00 436.00

150 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

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

17 Providing TMT Bar FE500D reinforcement for R.C.C. work 1724.25

including bending, binding and placing in position complete

upto floor two level

18 Providing and laying weep hole in Aburtments, and returns 115.00 190.00

by using A.C. pipe of 100mm including laying in proper

grede and jointing the completed as per detailed specification.

19 Providing and laying filter Media 600mm thick directed at the 115.00 237.50

back of abutments, returns and wing walls as per detailed

specifications.

Construction of Box Culvert on khervadi Goraj

Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia

Dist.:-Vadodara

Box Culvert Protection

( 3 x 3 ) 2 - Wall 2.5 Amount

20 Dismentaling the existing structure including removing and 29.00

stacking the dismentelled materials as and where directed. (A)

21 Type - A, "W" : Metal Beam Crash Barrier (Providing and 75.00

erecting a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as per clause 811)

22 Excavation for foundation in hard murrum and boulders and 222.00

very stiff or sticky, clays and other similar strata including

shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

23 Providing and filling in foundation with ordinary Cement 47.00

concrete mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

24 Providing and casting in situ Controlled cement concrete M- 54.00

250 mix and providing necessary pin headers including

shuttering, scaffolding, laying vibrating, curing and finishing

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

Construction of Box Culvert on khervadi Goraj

Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia

Dist.:-Vadodara

Box Culvert Protection

( 3 x 3 ) 2 - Wall 2.5 Amount

25 Providing and placing in position I.S.I. mark steel bar 12.26

reinforcement (T.M.T.) of grade Fe-500D for following items

including cutting, bending, hooking, tying etc. complete as per

detailed drawings and specifications for various structural

26 Providing and casting in situ controlled cement concrete M- 29.00

250 for R.C.C.solid slab including centering, scaffolding,

curing and finishing complete.

27 Providing and casting in situ controlled cement concrete M- 10.00

250 for average 75 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete

28 Providing and filling sand behind abutments and between 220.00

returns in layers as directed.

29 Provding P.V.C. 100 mm diameter water spouts including 8.00

necessary iron gratings as per drawings.

30 Provision of an Reinforced cement concrete crash barrier at Rmt 1380.67 17.00

theedges of the road, approaches to bridge structures and

medians,constructed with M-20 grade concrete with HYSD

reinforcementconforming to IRC:21 and dowel bars 25 mm

dia, 450 mm long atexpansion joints filled with pre-moulded

asphalt filler board, keyed tothe structure on which it is built

and installed as per design given inthe enclosure to MOST

circular No. RW/NH - 33022/1/94-DO III dated24 June

31 Providing Pre-moulded asphalt filler joints as per 10.00

drawings.(A) 12mm

Construction of Box Culvert on khervadi Goraj

Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia

Dist.:-Vadodara

Box Culvert Protection

( 3 x 3 ) 2 - Wall 2.5 Amount

37 Providing and Casting in situ controlled Cement Concrete M- 48.45

200 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

38 Providing and casting in situ Ordinary cement concrete M- 28.00

150 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

39 Providing and casting in situ Controlled cement concrete M- 38.00

250 for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

40 Providing rubble block pitching of 22.5 cm thick including 428.2

preparing the surface including providing panel wall of CC

(1:3:6) @ 3.0 m c/c internal horizontaly and vertically size

0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400

Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

GENERAL INFORMATION

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

2 Cost of work put to tender Rs.

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

B Vadodara Circle, as per Sr. No. in

4 Time limit provided for completion of work (Basis for 06 (Six) Months (Including Monsoon Period)

working out time limit to be given)

5 Details of materials provided in Schedule " A " NIL

8 Whether work put to tender is for whole work or as Whole Work

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

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

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

tender with reason there of and how you prepare in

executed the work with complete financial

12 In case the work is abandoned by previous agency, No

13 If, there is any variation from the sanctioned No

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 check.

15 Weather correction slip in printed form are pasted.

16 120 ( 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

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km.

5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

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

(1) TENDER FORM

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

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 figures :- Yes // No

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

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

(3) SCHEDULE - B

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

the sanctioned estimate except specifying of lead, lift

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 D.T.P. ?

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 the

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 mentioned :- 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 carried :- Yes

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 put

the total amount put to tender, amount of items not put

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,

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-

Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

(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

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km.

5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

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 Add Diversion Credit Rs. : (2,37,721.00)

6 Credit For Dismentalling & Reuse Rs. : (2,633.81) Deduct

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

& Arithmatic Calculation Mistake

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

9 Total Difference : Rs. :

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

STATEMENT SHOWING ASPHALT (VG30) CONSUMPTION

For 0.18 cum/10 sqmt

B S G Work(Paver) For 25 mm Carpet

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

Qty. of Qty. of Qty. of Qty. of

No Qty. of Qty in Required in

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

Asphalt painting

For 5kg/10 sqmt For Tack Coat For 37.5mm BM For 20 mm MSS

Total Asphalt Consumption

Total Asphalt Consumption in M.T.

STATEMENT SHOWING Emulsion CONSUMPTION

For Tack Coat 4 kg/10 sqmt For Prime Coat 7.5 kg/10 sqmt For Tack Coat 2.50 kg/10

(Emulsion RS1) (Emulsion SS1) sqmt (Emulsion RS1)

Qty. of Qty. of Qty. of

Area Emulsion Area Emulsion Area asphalt

Sqm. Required Sqm. Required Sqm. Required

0.17 Say Total Emulsion (RS1) 0.00 Say

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400

Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

CONSOLIDATED STATEMENT (T.M.T. STEEL)

Item Total Total

Description of Item Unit Rate

Providing and laying in position FE 500D TMT bar reinforcement MT. 12.26 73858.7

including cutting, bending, hooking and tying complete as per detailed

drawings for thefollowing.(A) Piers (B) Abutments (C) R.C.C. Returns

Average Amount (V) 12.26 73858.7

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia

Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Taluka :Waghodia District : Vadodara

STATEMENT SHOWING CEMENT CONSUMPTION

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

1 9 Providing & Casting in situ ordinary cement concrete M-250 mix Cum 30.00 380.00

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

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

Engineer Incharge.

2 10 Chevron sign :-Providing and fixing sign boards made out of 1.5mm Nos. 6.00 20.00

aluminium sheet / 3mm ACP (Aluminum composite Panel); size

60x50cm rectangular as per design of IRC-67- 2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35x35x3mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the supervision

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

sheeting from original manufacturer & a certified copy of 3 year

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

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

Reflective sheeting

3 11 Hazard Marker Sign :-Providing and fixing sign boards made out of Nos. 2.00 25.00

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

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

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

4 12 Cautionary Warning Sign :-Providing and fixing sign boards made Nos. 4.00 25.00

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of

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

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

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

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

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

5 14 Providing and filling in foundation with ordinary Cement concrete M- Cum 55.10 220.00

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

6 15 Providing and casting in situ ordinary cement concrete M-150 mix Cum 602.00 290.00

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-Groves. (A) Height from 0.0 M. to 5.0 M.

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

7 16 Supplying and fixing reinforced concrete heavy duty non-pressure Rmt 20.00 9.00

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. 458 /

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

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

8 21 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a Rmt. 75.00 25.00

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

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

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

9 23 Providing and filling in foundation with ordinary Cement concrete Cum 47.00 290.00

mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

10 24 Providing and casting in situ Controlled cement concrete M-250 mix Cum 54.00 380.00

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc., complete

without grooves(Height from 0.0 to 5.0 mt.}

11 26 Providing and casting in situ controlled cement concrete M-250 for Cum 29.00 380.00

R.C.C.solid slab including centering, scaffolding, curing and

finishing complete.

12 27 Providing and casting in situ controlled cement concrete M-250 for Cum 10.00 380.00

average 75 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

13 30 Provision of an Reinforced cement concrete crash barrier at theedges Rmt 17.00 143.00

of the road, approaches to bridge structures and medians,constructed

with M-20 grade concrete with HYSD reinforcementconforming to

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

14 32 Regulatory / Mandatory Sign :-Providing and fixing sign boards Nos. 8.00 25.00

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as per design of IRC-67-

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

with one coat of epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

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

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

the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

15 33 Diversion Ahead Sign :-Providing and fixing sign boards made out 2.00 25.00

of 2mm aluminium sheet / 4mm ACP(Aluminum composite Panel);

size 180x60 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one

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

reflectorised with High Intensity Prismatic Grade retro refiective

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

M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron

Angle 50 x 50 x 5mm / 50NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

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

The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shallbe in 1:2:4 CC block of Nos.

16 34 Around the Island / Road Direction Sign (Big) :-Providingand fixing Nos. 2.00 20.00

sign boards made out of 2mm aluminiumsheet / 4mm ACP

(Aluminum composite Panel); size180x60 cms. as per design of IRC-

67-2012. Pre treatedwith phospheting process & acid etching; coated

withone coat of epoxy primer and two coats of best qualityepoxy

paint ; reflectorised with High Intensity PrismaticGrade retro

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

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

75 x 6mm / 65NB CircularMS Pipe as required and frame fabricated

from suitablesize iron angle of 35 x 35 x 3mm; painted

withbestquality epoxy coatings in black and white bends. Thedetails

17 35 Men at work (Heavy) sign :-Providing and fixing sign boards made 2.00 25.00

out of 2mm aluminium sheet / 4mm ACP(Aluminum composite

Panel); size 120cm x 90cm as per design of IRC-67-2012. Pre treated

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

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

with High Intensity Prismatic Grade retrorefiective sheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr

long stand post (2Nos.) of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 50x50x5mm; 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

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

18 36 Danger Plate sign :-Providing & fixing sign board madeout of 2.0 2.00 25.00

mm aluminium sheet / 4 mm ACP (aluminumComposite Panel), size

30cms diameter circle, pretreatedwith phospheting process and acid

etching, painted withone coat of epoxy primer and two coats of best

qualityepoxy paint reflectorised with retro reflective sheetingas per

latest M.O.S.T. specifications. A warranty for 7years for the Retro

reflective sheeting from originalmanufacturer & a certified copy of 3 Nos.

19 37 Providing and Casting in situ controlled Cement Concrete M-200 for Cum 48.45 360.00

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

vibrating, ramming and curing complete.

20 38 Providing and casting in situ Ordinary cement concrete M-150 for Cum 28.00 290.00

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

vibrating, ramming and curing complete.

Rate of Total Qty of

It No Item Unit Total Qty cement to be cement

use in kg per required in Kg.

21 39 Providing and casting in situ Controlled cement concrete M-250 for Cum 38.00 380.00

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

vibrating, ramming and curing complete.

STATEMENT SHOWING STEEL CONSUMPTION

Sr Total Qty in

It No Item Unit Qty

1 17 Providing TMT Bar FE500D reinforcement for R.C.C. work Kg 1724.25

including bending, binding and placing in position complete upto

floor two level

2 25 Providing and placing in position I.S.I. mark steel bar reinforcement M.T 12.26

(T.M.T.) of grade Fe-500D for following items including cutting,

bending, hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-

Sub: Price of various petroleum products from Indian Oil Corporation Ltd. 01.02.2026 Input rate

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

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

Price 9% ED 9% Cess Rate

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

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

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

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

VG 10 shall be equivalent to grade 80/100 &

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

Asst. Manager (CS), Ahmedabad-II CSA

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to

5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

STATEMENT SHOWING THE PRICE ADJUSTMENT

I. Amount put to tender = Rs.

II. Statement B1 (Total Cost of cement ) = 1529898.20 II

III Statement B1 (Total Cost of Steel ) = 831285.80 III

IV Statement B1 (Total Cost of Asphalt ) = 41718.23 IV

V Cost of Fuel = 398430.45 V

VI Cost of Other materials = Rs.

Total (II+III+IV+V+VI) = 3636746.71 VII

VIII Total Cost of Plant ,Machinery & Labour = (I- VII)

IX Cost of Plant & Machinery Spares @60% of (VIII) = 1937887.68 IX

X Cost of Labour = 40% OF (VIII) = 1291925.12 X

(1) Percentage of Labour (PL)

(2) Percentage of Cement (PC)

(3) Percentage of Steel (PS)

02. Sch B_MMGSY_Khervadi Gorej - 47 - Fixation of POL

(4) Percentage of Bitumen (Pb)

(5) Percentage of P.O.L. (Pf)

Cost of P.O.L. = Rs.

(6) Percentage of Plant & Machinery Spares (Pp)

(7) Percentage of other Materials (Pm)

Total = 100.00 %

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

02. Sch B_MMGSY_Khervadi Gorej - 48 - Fixation of POL

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP)

Km. 5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-

DETAILS OF COST OF MATERIALS

Sr Item Name of Material Amount % of Amount of

No. No. material material

1 10 Chevron board 22270.50 90%

2 11 Hazard Maker Sign 7037.38 90%

3 12 Cautionary Warning Sign 15624.74 90%

6 19 Filter Media 426472.13 80%

7 21 Metal Beam Crash Barrier 251565.75 90%

8 32 Regulatory sign 28320.97 90%

9 33 Diversion Sign 19734.15 90%

10 34 Around the island sign 19170.48 90%

11 35 Men at work sign 18296.31 90%

12 36 Danger plate sign 1181.96 90%

Total Rs. 929190.27

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

02. Sch B_MMGSY_Khervadi Gorej - 50 - STATE-B

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road

(VRNP) Km. 5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under

MMGSY (2025-26-Normal)

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 292.30 MT 5234.00

3 Asphalt VG-30 0.60 MT 48242.00

4 Emulsion SS1 0.17 MT 75692.00

Total (Asphalt &

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km.

5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

CALCULATION OF P.O.L.

1. Carriage of sand :-

Qty = 409.00 Cumt.

No. of trip = 409.00 / 6 = 68.00 Trip

Now Diesel required = 2788.00 / 4 = 697.00 Lit.

Amount of Diesel = 697.00 x 88.00 =

Add 10% Oil charges (Sor It M.188/p.11) =

2. Carriage of Road Materials

1 B.T. chips 53mm to 9.5 mm = 64.64 Cum.

2 B.T. chips 9.5mm to 2.36 mm = 845.26 "

5 B.T. chips 63 to 45 mm = 0.00 "

6 B.T. chips 45 to 22.4 mm = 0.00 "

8 B.T. chips 13.20 mm = 0.00 "

9 B.T. chips 53 to 22.5 mm = 14.52 "

14 B.T. Grit 6 mm = 0.00 "

15 B.T. chips 25 mm to 40 mm = 0.00 "

16 B.T. chips 10 mm to 20 mm = 0.00 "

17 B.T. chips 6.0 mm to 10 mm = 3.77 "

18 B.T. chips 13.2 mm` to 9.5mm = 0.36 "

19 B.T. chips 26.5 mm to 19 mm = 0.00 "

20 B.T. chips 20 mm to 10mm = 0.00 "

21 B.T. grit 13.2mm to 4.75 mm = 0.00 "

24 Stone dust (Below 2.36mm) = 39.48 "

25 Rubble stone pitching = 0.00 "

26 Quarry spalls = 34.80 "

Total = 1008.70 Cum

Nos. of Trip = 1008.70 / 6 = 168.00 Trip

Diesel required = 13440.00 / 4 = 3360.00 Litre

Amount of diesel = 3360.00 x 88.00 =

Add 10% Oil charges (Sor It M.188/p.11) =

02. Sch B_MMGSY_Khervadi Gorej - 54 - POL-Calculation

3. Carriage of Bulk Asphalt & Emulsion

A Bulk Asphalt VG-30 grade = 0.77 M.T.

Total = 0.77 M.T.

Nos. of Trip = 0.77 / 12 = 0.00 Trip

Total Km. = 0.00 x 53 = 0.00 Km.

Diesel required = 0.00 / 4 = 0.00 Litre

Amount of diesel = 0.00 x 88.00 =

Add 10% Oil charges =

4. Consolidation

a GSB-I - 150mm thick 101.00 Cum

b WBM I - 75mm thick 0.00 Cum

c WBM II - 75mm thick 12.00 Cum

d Tack coat(4.0 kg/10 Sqmt) = 0.00 Sq.mt.

e Tack coat(2.5 kg/10 Sqmt) = 225.00 Sq.mt.

f 37.5mm thick BSG = 0.00 M.T.

g 25 mm thick Carpet = 0.00 M.T.

h Sealcoat = 0.00 M.T.

i 37.50mm thick BM = 0.00 M.T.

j 25 mm thick SDBC= 11.00 M.T.

Total Consolidation (a) to (g) = 1249.64 Sq.mt.

For consolidation of 1460 Sq.mt. - 20 Lit. diesel required

Diesel required = = 17.11 Lit.

02. Sch B_MMGSY_Khervadi Gorej - 55 - POL-Calculation

5. Drum Mix Plant Operation

Total mix Material

37.5 mm BSG + 50 mm BM +25 mm SDBC+25 mm carpet +Sealcoat

Considering L.D.O. required for M.T. is 6 lit. = 11.00 x

Say = 66.00 Lit.

Cost of L.D.O. = 66.00 x 57.95 =

Add 10% Oil charges (01-02-26) =

Grand Total (1) to (5) =

Grand Total (1) to (5) =

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

02. Sch B_MMGSY_Khervadi Gorej - 56 - POL-Calculation

Name Of Work :- Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400

Ta.:-Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

Sr No. Clause no Page

1 Principle Approval Date and - - :-

Amount (Attach letter)

2 Administrative Approval Date and - - :- VRR-2025-Jo.No.-11-D.2

Amount (Attach letter ) Dtd.07/08/2025 Sr No.1 for Rs.

lacs Under MMGSY (Normal) Year

3 Technical Approval Date and - - :-

Amount (Attach letter)

Construction of Box Culvert on khervadi Goraj Road (VRNP) Km.

Ts. For Rs - By

5/200 to 5/400 Ta.:-Waghodia Dist.:-Vadodara

E.E.Panchyat ,R & B Vadodara Circle,

as per Sr. No. in

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 2400.00 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 :- 06 (Six) Months (Including Monsoon

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 ) 12 Months (including 1 monsoons)

11 Free Maintenance Guarantee Period Section 3 46 :-

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

12 Registration/Category - - :-

required Bridge 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% 45 Days

(B) Milestone 2 - - :- 50% 90 Days

(C) Milestone 3 - - :- 75% 135 Days

(D) Milestone 4 - - :- 100% 180 Days

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

17 Price Adjustment Components Section 4 66 :- % Input index/price*

(A) Labour, PL Section 4 66 :- PL= 18.81 Lo=

(B) Cement, PC Section 4 66 :- PC= 22.28 Co=

(C) Steel, P S Section 4 67 :- PS= 12.11 So=

(D) Bitumen, P b Section 4 67 :- Pb= 0.61 Bo=

(E) POL, P f Section 4 68 :- Pf= 5.80 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 28.22 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 12.17 Mo=

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

19 Percentage Rate Contract Section 7 78 :-

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

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

Construction of Box Culvert on khervadi Goraj Road (VRNP) Km. 5/200 to 5/400 Ta.:-

Waghodia Dist.:-Vadodara Under MMGSY (2025-26-Normal)

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

Waghodia Vadodara