Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

NAME OF WORK : Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi

hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta.

Kaprada Di. Valsad

LENGTH IN KM :-

ESTIMATED COST :- RS.

TALUKA :- Kaprada

DISTRICT Valsad

INFORMATION IN RESPECT OF S.B.D.

1 Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya

Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

2 Amount of administrative approval with

3 Amount of Technical sanction with authority. : As per separate sheet attached

4 Sanctioned cost of the work put to tender. : Rs.

5 The time limit provided for completion of the 9 (nine) Months.

work (The basis for fixing time limit to be

6 Details of materials provided in Schedule 'A' N.A.

of the tender calculation sheet should

beattached itemwise

7 Date of issuing and receipt of tenders.

8 Budget provision. Rs. ………... Lacs.

9 Whether the work out to tender is whole as Whole as sanctioned.

sanctioned or only part of it.

10 If work is splitted up details of split up with Not split up.

authority approving split up.

11 In case it be a part of the remaining work the -

reasons as to why it is not whole of the

remaining work and the progress of

completing the balance work.

12 The amount and details of items not included

in the tender with reasons these of and how 18% GST

you proposed to execute the work with Conti. Charges

complete financial picture. Quality Controls

Add Consultancy Charges for Estimate & D.T.P.

13 Cost of D.T.P. Rs.

Total of Sr.No. 12 & 13 Rs.

15 Whether land acquisition proceeding is

completed and possession of land is received. Question does not arise

16 In case the work be the same also abondened N.A.

by the providing agency the action taken

against the defaulting agencies.

17 If there by variation in items and quantities if N.A.

any from there the sanctioned estimate (There

whould including extra items and substitued

18 Certificates of Divisional/Oversee- YES

rs/Superviser/Astt.Engineer/for proper drafting

of specification of schedule 'B' arithmetical

check (Details of sub-Estimate wise quatity

should be atteched.

19 Certificate of tender clark for arithmetical

check of schedule'B'.

20 Whether all correction a slips in the printed Correction slips are pasted.

forms are pasted at appropriate place in

21 What is validity period and where it is as per 122 days.

22 Whether any alternative items is provided if N.A.

yes the bases for adopting rate of alternating

items be shown.

23 Whether L.A.proceeding have been complated N.A.

and recevied it partly received there to of total

land received be shown percantage there of.

24 If work is to be executed after dismentalling N.A.

the existing structure whether permission of

compatent authority or dismentalling should

also be reported in brief.

25 Estimate credit of materials obtained from N.A.

Deputy Executive Engineer

Panchayat (R&B) Sub Division

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Sr. Name of Work Lump

No. Estimated Quality Provision Total Say T. S. Roundup Tender Roundup

Contingency GST khatmurat

Amount Control for Road Amount Amount Amount Estimate Amount Tender

(1)Niloshi hati faliya Main Road

Rates, Quantity, Amount carry

forwarded to schedule B.

Difference due to Average Rate 833.61

Deputy Executive Engineer Executive Engineer

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

Name of Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main

work: Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Financial Statement

(A) T.S.Amount Rs.

(B) Amount Put to Tender Rs.

(C) 18% GST Rs.

(D) Amount Not included in Tender

Quality Controls Rs.

Lump Provision for Road Safety Rs.

Deduct Disment. Material Rs.

(F) Error due to Rounding off Rs.

Deputy Executive Engineer

Panchayat (R&B) Sub Division

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main

Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

DETAILS OF TECHNICAL SENCTION

Sr. Name of Work K.M. T.S. Amount T.S. Authority T.S. No. & Date

1 (1)Niloshi hati faliya Main Road To Prathmikshala 1.500 8368000.00 Executive Engineer

Joining Road 1.5 KM. Panchayat R&B Division

Deputy Executive Engineer

Panchayat (R&B) Sub Division

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati

faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di.

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount

It. No. Quantities Item of work Estimated Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

1 Hect. Clearing and grubbing road land, including

uprooting rank vegetation, grass bushes, shrubs,

saplings, and trees girths up to 300 mm, removal

0.450 of stumps of trees cut earlier, and disposal of 34796.29

unserviceable materials(D) By mechanical

means in area of thorny jungle

2 Cu.mt. Earthwork in cutting in all sorts of soil and soft

murrum including conveying and putting the

1350.00 stuff in spoil bank maintaining minimum 104.04

distance of five meter between top edge and

cutting and toe of spoil bank.

3 Cu.Mt Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

202.00 materials and disposing off the excavated stuff 248.16

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

4 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 100 mix and providing

21.60 necessary vertical pin headers including 3240.34

formwork vibrating ramming & curing complete.

5 Cu.Mt Providing & filling in foundation with ordinary

cement concrete M 150 mix and providing

necessary vertical pin headers including

formwork vibrating ramming & curing complete.

6 Rmt Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

50.00 specifications including setting the pipes in C.M. 3446.50

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii)

7 Cu.mt. Earthwork for embankment including breaking

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

242.81 density including filling the depression which 169.44

occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM.

8 Cu.mt. Supplying Stacking and Spreading the Hard

Murrum including rolling and watering etc.

9 Cu.mt. Construction of Granular Sub Base by providing

coarse graded machine crushed B. T. material

satisfying MOST Specification of Grading - I

using 53 mm to 26.5 mm @ 30% (M.C. Metal),

26.5 mm to 4.75 mm @ 60% (M.C.Metal),

mm below @ 10% (Stone Dust) including

1018.90 spreading in uniform layer with motor grader on 686.52

prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

with C.B.R. > 30% etc. complete.

10 Cu.mt. Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

911.00 laying in uniform layers with paver in sub- base 766.29

/ base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

11 Sq.mt. Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/

Sq.m on road surface using emulsion SS-1

5625.00 (Himcol Made) pressure spreayer etc. complete 98.18

including the cost of asphalt

12 M.Ton Providing and laying bituminous base course

37.5mm thick compacted in one layer with tack

coat of asphalt Emulsion RS-1 at the rate of

Kg / 10 Sqmt. and using B.T. stone aggregate or

required gradation and asphalt (VG-30) grade

for mixing @ 1.99 % by weight of total mix for

mixing including heating the aggregate and

asphalt by drum mix plant and spreading the

same by paver finisher and consolidation with

vibratory roller including providing all meterials,

equipments, tools and plants, oil, kerosene, fire

wood, labour chrges etc. complete.

13 M.Ton Providing laying & rolling of 25 mm thick

Open graded Premix bituminous carpet with

B.T. aggregate as specified and using Emulsion

RS1 for tack coat at the rate of 2.5 kg/10 sq.mt.

and using bitumen grade VG-30 for Mixing with

aggregate at the rate of 3.36 % i.e. 33.60 kg /

M.T. of total mix including heating and mixing

in drum mix plant transporting and spreading the

295.30 same with paver finisher and consolidation with 3875.75

vibratory roller including necessary fire wood

oil , lubricant , labour charges etc. using

contractor's own drum mix plant and equipment

,tool etc .complete in accordance with the

requirement of specification.

14 M.Ton Providing and laying seal coat with B.T.

aggregate as specified using aggregate at the rate

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade

VG-30 for mixing with aggregate at the rate of

4.5 % i.e. 45.00 Kg. / M.T. of total mix

including heating and mixing in drum mix plant

202.50 and transporting and spreading the same by 4357.23

paver finisher and consolidation with vibratory

roller including necessary fire wood , oil

lubricant , labour charges using contractor's

own drum mix plant, machineries and equipment

tools etc. complete in accordance with the

requirement of specification

15 Sq.mt. Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

5625.00 10Sq.mt. including spreading stone dust for 46.09

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

16 No.s Providing and fixing ordinary kilometer stone of

precast C.C. 1:2:4 including necessary

3.00 reinforcement as per I.R.C. type design in C.C. 704.33

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

17 No.s Providing and fixing Hectometer as per I.R.C.

type design including lettering and painting etc.

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

18 No.s Informatory sings: Providing and fixing sing

boards made out of 2mm aluminium sheet; size

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

67-1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective sheeting

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

stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

1.00 required; painted with best qualityepoxy 3856.90

coatings in black and whitebends. the details of

symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

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

19 No.s MMGSY Logo Board:- Providing and fixing

MMGSY Logo Board made out of 2mm

aluminium sheet, as per the drawing & design.

Pre treated with phospheting process and acid

etching coated with one coat of epoxy primer

and two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as

per the latest M.O.S.T. specification, 3.1 Mt.

long stand post and frame fabricated from

2.00 suitable size iron angle of 35 x 35 x 3 mm, 75 x 4545.00

75 x 6 mm as required painted with best quality

epoxy coatings in black and white bends. The

details of symbol for each board shall be as per

the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x

x 60 cms for each leg, including excavation

curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

20 No.s Village name/ Bump Ahed sign :-Providing and

fixing sing boards made out of 2mm aluminium

sheet; size 90 x 60cms. rectangle as as per the

design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with

one coat of epoxy primer and

two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m

1.00 long (2 nos) stand post and frame fabricated 5045.36

from suitable size iron angle of 50 x 50 x 5mm

painted with best quality epoxy coatings in black

and white bends. the details of symbol or

inscription / numerals for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

21 Sq.mt. Road marking with hot applied thermoplastic

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excludingof surface

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

450.00 color marking should provide liminance 367.75

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service lifeduring the day

time. The marking should meet the performance

criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

22 No. Providing and fixing Guard stone as per I.R.C.

30.00 type design including white washing etc. 349.11

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

23 No. Providing and fixing 20cm x 15cm x 2.5cm

thick year plate of marble stone set in C.M. 1:4

3.00 including Finishing and engraving letters, etc. 279.69

24 Sq.mt. White washing with lime on wall surface (two

coats) to give an even shade including

112.26 thoroughly booming the surface to remove all 12.41

dirt, dust; mortar drops and other foreign matter.

25 Sq.mt. Providing and laying - Fitter Media 600mm

thick directed at the back of abutments, returns

and wing walls as per detailed specifications

26 M.T. Providing and fixing in position ISI mark TMT

(Fe-500) bar for temperature reinforcement for

0.33 mass concrete pier/abutment returns including 73217.53

cutting bending and tying as required complete

27 No Providing weep holes in abutment, returns using

100 mm. dia A.C. pipe with C.I. grating

23.00 including cutting, placing the pipe in required 84.95

slope and position as directed etc. complete. (As

per detailed specification)

28 Cu.Mt. Earth work for embankment including breaking

clods dressing with all lead & lifts and including

watering rolling and consolidation of sub grade

in layers of O.M.C. to required dry density

20.80 including filling in depressions which occure 152.51

during the process using vibratory roller 80 to

100 KN (A) From Borrow Pits Within Land

Width Having C.B.R. More than 5.00%

29 Cum. Providing and casting in situ Controlled Cement

Concrete M-150 for R.C.C. Returns as per

drawings including centering, shuttering,

31.10 scaffolding where necessary laying, vibrating, 3610.39

ramming and curing complete. (A) Height from

Rs. Sixty Nine Lack One Thousand Eight Hundred Seven and Paise Thirty Nine Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as

*Estimated amount *Estimated amount

put to tender Rs. 6901807.39 put to tender Rs.

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.41070 of Serviceable Material shall be deducted from 1st Running Bill.

Note 1:- The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4:- In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at

Signature of Bidder Executive Engineer

Panchayat (R&B) Division

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di.

GRAND CONSOLIDATED STATEMENT

It No Total Qty. Unit Item of Work Total amount Average Rate Total Amount of Diff

It No Total Qty. Unit Item of Work Total amount Average Rate Total Amount of Diff

(1)Niloshi hati faliya Main Road To Prathmikshala according to according to

Joining Road 1.5 KM. estimated quantities average estimated

1 Clearing and grubbing road land, including uprooting rank

vegetation, grass bushes, shrubs, saplings, and trees girths up to

0.450 Hect. 300 mm, removal of stumps of trees cut earlier, and disposal of 0.450 34796.29 15658.33 15658.33 34796.29 15658.33

unserviceable materials(D) By mechanical means in area of

2 Earthwork in cutting in all sorts of soil and soft murrum including

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of

3 Excavation for foundation upto 1.5 m depth including sorting out

202.000 Cu.Mt and stacking of useful materials and disposing off the excavated 202.000 248.16 50128.32 50128.32 248.16 50128.32

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

4 Providing & filling in foundation with ordinary cement concrete M

21.600 Cu.Mt 100 mix and providing necessary vertical pin headers including 21.600 3240.34 69991.34 69991.34 3240.34 69991.34

formwork vibrating ramming & curing complete.

5 Providing & filling in foundation with ordinary cement concrete M

150 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

6 Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.(iii) 900mm dia.

7 Earthwork for embankment including breaking clods, dressing with

all lead and 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.(E) From Borrow area within 3.0KM. lead

8 Supplying Stacking and Spreading the Hard Murrum including

270.000 Cu.mt. rolling and watering etc. Complete. 270.000 582.37 157239.90 157239.90 582.37 157239.90

9 Construction of Granular Sub Base by providing coarse graded

machine crushed B. T. material satisfying MOST Specification of

Grading - I using 53 mm to 26.5 mm @ 30% (M.C. Metal),

mm to 4.75 mm @ 60% (M.C.Metal), 2.36 mm below @ 10%

1018.900 Cu.mt. (Stone Dust) including spreading in uniform layer with motor 1018.900 686.52 699495.23 699495.23 686.52 699495.23

grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to achieve

the desired density with C.B.R. > 30% etc. complete.

10 Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage of

911.000 Cu.mt. mixed Material by tipper to site, laying in uniform layers with paver 911.000 766.29 698090.19 698090.19 766.29 698090.19

in sub- base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density.

11 Providing and applying evenly Priming coat with emulsion asphalt

at the rate of 7.50 Kg/ 10 Sq.m on road surface using emulsion

SS-1 (Himcol Made) pressure spreayer etc. complete including the

cost of asphalt

12 Providing and laying bituminous base course 37.5mm thick

compacted in one layer with tack coat of asphalt Emulsion RS-1

at the rate of 4.0 Kg / 10 Sqmt. and using B.T. stone aggregate or

required gradation and asphalt (VG-30) grade for mixing @

% by weight of total mix for mixing including heating the aggregate

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

finisher and consolidation with vibratory roller including providing

all meterials, equipments, tools and plants, oil, kerosene, fire

wood, labour chrges etc. complete.

13 Providing laying & rolling of 25 mm thick Open graded Premix

bituminous carpet with B.T. aggregate as specified and using

Emulsion RS1 for tack coat at the rate of 2.5 kg/10 sq.mt. and

using bitumen grade VG-30 for Mixing with aggregate at the rate

of 3.36 % i.e. 33.60 kg / M.T. of total mix including heating and

295.300 M.Ton mixing in drum mix plant transporting and spreading the same with 295.300 3875.75 1144508.98 1144508.98 3875.75 1144508.98

paver finisher and consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges etc. using

contractor's own drum mix plant and equipment ,tool etc .complete

in accordance with the requirement of specification.

14 Providing and laying seal coat with B.T. aggregate as

specified using aggregate at the rate of 0.18 Cu.mt./10 Sq. mt.

and bitumen grade VG-30 for mixing with aggregate at the rate of

4.5 % i.e. 45.00 Kg. / M.T. of total mix including heating and mixing

in drum mix plant and transporting and spreading the same by

202.500 M.Ton paver finisher and consolidation with vibratory roller including 202.500 4357.23 882339.08 882339.08 4357.23 882339.08

necessary fire wood , oil , lubricant , labour charges using

contractor's own drum mix plant, machineries and equipment tools

etc. complete in accordance with the requirement of specification

15 Providing and laying asphalt painting on B.T. surface with bitumen

VG-30 at rate 5.00Kg / 10Sq.mt. including spreading stone dust

for painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

16 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4

including necessary reinforcement as per I.R.C. type design in

C.C. 1:4:8 including lettering and painting etc. complete. (For

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

6.000 No.s including lettering and painting etc. complete. (ii) Fixing in C.C. 6.000 356.50 2139.00 2139.00 356.50 2139.00

18 Informatory sings: Providing and fixing sing boards made out of

2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with retro refiective

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

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per

the instruction ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of engineer

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

19 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board

made out of 2mm aluminium sheet, as per the drawing & design.

Pre treated with phospheting process and acid etching coated

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

paint, refloctrorized with retro reflective sheeting as per the latest

M.O.S.T. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x

75 x 6 mm as required painted with best quality epoxy coatings in

black and white bends. The details of symbol for each board shall

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

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg,

including excavation curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineering grade.

20 Village name/ Bump Ahed sign :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as

as per the design of IRC-67-1977 pre treated with phospheting

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

two coats of best quality epoxy paint; reflectorised with retro

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

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

stand post and frame fabricated from suitable size iron angle of

x 50 x 5mm painted with best quality epoxy coatings in black and

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

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

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

60cms. for each leg. including excavation curing etc. complete

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

21 Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excludingof surface applied glass beds as per IRC:35-

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

streaks and holes. zebra patta /bump patta lane/center line/ edge

450.000 Sq.mt. line/cut patta. The white color marking should provide liminance 450.000 367.75 165487.50 165487.50 367.75 165487.50

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service

lifeduring the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

22 Providing and fixing Guard stone as per I.R.C. type design

30.000 No. including white washing etc. complete (II) Fixing in C.C. 1:5:10 30.000 349.11 10473.30 10473.30 349.11 10473.30

23 Providing and fixing 20cm x 15cm x 2.5cm thick year plate of

3.000 No. marble stone set in C.M. 1:4 including Finishing and engraving 3.000 279.69 839.07 839.07 279.69 839.07

letters, etc. complete

24 White washing with lime on wall surface (two coats) to give an

112.260 Sq.mt. even shade including thoroughly booming the surface to remove 112.260 12.41 1393.15 1393.15 12.41 1393.15

all dirt, dust; mortar drops and other foreign matter.

25 Providing and laying - Fitter Media 600mm thick directed at the

23.000 Sq.mt. back of abutments, returns and wing walls as per detailed 23.000 1248.74 28721.02 28721.02 1248.74 28721.02

26 Providing and fixing in position ISI mark TMT (Fe-500) bar for

temperature reinforcement for mass concrete pier/abutment

returns including cutting bending and tying as required complete

27 Providing weep holes in abutment, returns using 100 mm. dia A.C.

pipe with C.I. grating including cutting, placing the pipe in required

slope and position as directed etc. complete. (As per detailed

28 Earth work for embankment including breaking clods dressing with

all lead & lifts and including watering rolling and consolidation of

sub grade in layers of O.M.C. to required dry density including

20.800 Cu.Mt. filling in depressions which occure during the process using 20.800 152.51 3172.21 3172.21 152.51 3172.21

vibratory roller 80 to 100 KN (A) From Borrow Pits Within Land

Width Having C.B.R. More than 5.00%

29 Providing and casting in situ Controlled Cement Concrete M-150

for R.C.C. Returns as per drawings including centering, shuttering,

31.100 Cum. scaffolding where necessary laying, vibrating, ramming and curing 31.100 3610.39 112283.13 112283.13 3610.39 112283.13

complete. (A) Height from 0.0 to 5.0 mt

Q.C. Charges >> 69017.95

Conti. Charges >> 69017.95

Lump Provision for Road Safety >> 60000.00

khatmurat >> 25000.00

Deduct Disment. Mat>> 0.00

Grand Total >> 8367166.39

Grand Total >> 8367166.39

Diffrance >> 833.61

T.S. Amount >> 8368000.00

Estimated Amount 6901795

Diffrance >> -12.39 -12.39

Deputy Executive Engineer

Panchayat (R&B) Sub Division

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road

To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Cement Requirement Statement

Sr. Item Item of Work Qty. Unit Consum Total Qty.

No. No. ption in Kg.

1 16 Providing and fixing ordinary kilometer stone of precast C.C. 3.00 No.s 18.70

1:2:4 including necessary reinforcement as per I.R.C. type design

in C.C. 1:4:8 including lettering and painting etc. complete. (For

2 17 Providing and fixing Hectometer as per I.R.C. type design 6.00 No.s 11.70

including lettering and painting etc. complete. (ii) Fixing in C.C.

3 18 Informatory sings: Providing and fixing sing boards made out of 1.00 No.s 39.00

2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with retro refiective

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

postand frame fabricated from suitable sizeiron angle of 35 x

x 3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per

the instruction ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of

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

4 19 MMGSY Logo Board:- Providing and fixing MMGSY Logo 2.00 No.s 30.60

Board made out of 2mm aluminium sheet, as per the drawing &

design. Pre treated with phospheting process and acid etching

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

epoxy paint, refloctrorized with retro reflective sheeting as per

the latest M.O.S.T. specification, 3.1 Mt. long stand post and

frame fabricated from suitable size iron angle of 35 x 35 x

mm, 75 x 75 x 6 mm as required painted with best quality epoxy

coatings in black and white bends. The details of symbol for each

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

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

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

supervision of Engineer-In-Charge (A)Engineering grade.

Sr. Item Item of Work Qty. Unit Consum Total Qty.

No. No. ption in Kg.

5 20 Village name/ Bump Ahed sign :-Providing and fixing sing 1.00 No.s 15.30

boards made out of 2mm aluminium sheet; size 90 x 60cms.

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

phospheting process & acid etching; coated with one coat of

epoxy primer and

two coats of best quality epoxy paint; reflectorised with retro

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

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

stand post and frame fabricated from suitable size iron angle of

50 x 50 x 5mm painted with best quality epoxy coatings in black

and white bends. the details of symbol or inscription / numerals

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

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

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

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

8 4 Engineer Grade(VR)...

Providing & filling in foundation with ordinary cement concrete 21.60 Cu.Mt 220.00

M 100 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi

hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta.

Kaprada Di. Valsad

Steel Requirement Statement

Sr. Item Item of Work Total Qty. in MT.

1 26 Providing and fixing in position ISI mark TMT (Fe-500) bar for

temperature reinforcement for mass concrete pier/abutment returns

including cutting bending and tying as required complete

Say 0.003 Quintal

Deputy Executive Engineer Executive Engineer

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

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala

Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Asphalt Rate As Per Estimate

ASPHALT CONSUMPTION

Tender Item No. Quantity Unit Asphalt Consumption Total Asphalt

Intem No. Tack Mixing Consumption

2 Providing and laying bituminous base course 421.90 M.Ton 4.0 kg

37.5mm thick compacted in one layer with tack coat 10 sqmt

of asphalt Emulsion RS-1 at the rate of 4.0 Kg / 10 - 19.90 Kg

Sqmt. and using B.T. stone aggregate or required

gradation and asphalt (VG-30) grade for mixing @

1.99 % by weight of total mix for mixing including

heating the aggregate and asphalt by drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller including

providing all meterials, equipments, tools and

plants, oil, kerosene, fire wood, labour chrges etc.

13 Providing laying & rolling of 25 mm thick Open 295.30 M.Ton -

graded Premix bituminous carpet with B.T.

aggregate as specified and using Emulsion RS1 for - 33.60 Kg

tack coat at the rate of 2.5 kg/10 sq.mt. and using

bitumen grade VG-30 for Mixing with aggregate at

the rate of 3.36 % i.e. 33.60 kg / M.T. of total mix

including heating and mixing in drum mix plant

transporting and spreading the same with paver

finisher and consolidation with vibratory roller

including necessary fire wood , oil , lubricant

labour charges etc. using contractor's own drum

mix plant and equipment ,tool etc .complete in

accordance with the requirement of specification.

14 Providing and laying seal coat with B.T. 202.50 M.Ton

aggregate as specified using aggregate at the rate

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-

30 for mixing with aggregate at the rate of 4.5 % i.e. 45.00 Kg

45.00 Kg. / M.T. of total mix including heating and -

mixing in drum mix plant and transporting and

spreading the same by paver finisher and

consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges

using contractor's own drum mix plant, machineries

and equipment tools etc. complete in accordance

with the requirement of specification

15 Providing and laying asphalt painting on B.T. 5625.00 Sq.mt.

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for - 5.00 Kg

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

Deputy Executive Engineer Executive Engineer

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

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala

Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Asphalt Rate As Per Estimate

RS1 Emulsion CONSUMPTION

Tender Item No. Quantity Unit Asphalt Consumption Total Asphalt

Intem No. Tack Mixing Consumption

2 Providing and laying bituminous base course 421.90 M.Ton 4.0 Kg -

37.5mm thick compacted in one layer with tack coat 10 Sqmt

of asphalt Emulsion RS-1 at the rate of 4.0 Kg / 10 - Kg

Sqmt. and using B.T. stone aggregate or required

gradation and asphalt (VG-30) grade for mixing @

1.99 % by weight of total mix for mixing including

heating the aggregate and asphalt by drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller including

providing all meterials, equipments, tools and

plants, oil, kerosene, fire wood, labour chrges etc.

13 Providing laying & rolling of 25 mm thick Open 295.30 M.Ton 2.50 Kg -

graded Premix bituminous carpet with B.T. 10 Sqmt

aggregate as specified and using Emulsion RS1 for -

tack coat at the rate of 2.5 kg/10 sq.mt. and using

bitumen grade VG-30 for Mixing with aggregate at

the rate of 3.36 % i.e. 33.60 kg / M.T. of total mix

including heating and mixing in drum mix plant

transporting and spreading the same with paver

finisher and consolidation with vibratory roller

including necessary fire wood , oil , lubricant

labour charges etc. using contractor's own drum

mix plant and equipment ,tool etc .complete in

accordance with the requirement of specification.

Deputy Executive Engineer Executive Engineer

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

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To

Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Emulsion Rate As Per Estimate

SS1 EMULSION ASPHALT CONSUMPTION

Tender Item No. Quantity Unit Asphalt Consumption Rate Total Asphalt

Intem Tack Mixing Consumption

13 Providing and applying evenly Priming 5625.00 Sq.mt. 7.5 Kg -

coat with emulsion asphalt at the rate of

7.50 Kg/ 10 Sq.m on road surface 10 Sqmt

using emulsion SS-1 (Himcol Made)

pressure spreayer etc. complete

including the cost of asphalt

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To

Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Details of Labour, Material & P.O.L. component

[A] Amount put to Tender Rs.

[B] Cost of Cement Rs.

[D] Cost of Bitumen/Asphalt Rs.

[E] Cost of Materials Other than cement & Asphalt Rs.

[F] Cost of Plant and Machinary Spares 50% Rs.

[G] Cost of Fuel/P.O.L. Rs.

[H] Cost of Labour = (A - B - C - D - E - G) 50% Rs.

[I] Total of (B + C + D + E + F + G + H) Rs.

1. Pl Percentage of Labour component

2. Pc Percentage of Cement component

3. Ps Percentage of Steel component

4. Pb Percentage of Bitumen component

5. Pf Percentage of Fuel/P.O.L. component

6. Pp Percentage of Plant and Machinary Spares

7. Pm Percentage of Other Material component

Total = 100.00 %

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To

Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Description Qty. Per Amount

A Cost of Materials Cement, Steel & Asphalt

1 Cement OPC 53 grade 237.100 5234.00 M.T.

2 Asphalt VG-30 30.200 78282.00 M.T.

3 Emulsion SS1 4.200 115445.00 M.T.

3 Emulsion RS1 3.700 69587.00 M.T.

B Cost of Material Other than Cement, Steel & Asphalt

3 Agg 2.36 below (Dust) 554.37 149.63 Cum

9 Agg 6 to 10 mm 27.85 390.45 Cum

13 Fine Agg. (Sand) 23.66 255.08 Cum

14 Thermoplast Paint 1350.00 367.72 Kg.

15 Glass Bead 112.50 61.86 Kg.

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To

Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

16 White Lime (M617) 0.22 400.00 Quintal

13 Hard Murrum (M289) 270.00 136.80 Cum

18 Hectometer stone (M270) 6.00 356.50 No.

19 Logo/Information board 1.00 3856.90 No.

19 MMGSY Logo Board 2.00 4545.00 No.

20 Village Name (Engineer) (M385) 1.00 5045.36 No.

26 Guard Stone (M259) 30.00 31.36 No.

27 Marble Stone (M409) 3.00 155.08 No.

24 RCC pipe NP3 900 mm (M519) 50.00 3840.70 Rmt

PVC water pipe 100 mm

diameter (M763)

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining

Road 1.5 KM. Ta. Kaprada Di. Valsad

Details of P.O.L.

Sr.N Qty/ No. of Total Total

Description Qty. Unit

o. trip trip lead K.M.

A Cement, Steel & Asphalt

1 Cement OPC 53 grade 237.10 M.T. 20.0 12 25

4 Emulsion RS1 3.70 M.T. 20.00 1 43

B Material Other than Cement, Steel & Asphalt

4 Agg 2.36 below (Dust) 554.37 Cum 14.00 40 25

14 Fine Agg. (Sand) 23.66 Cum 14.00 2 15

13 Hard Murrum (M289) 270.00 Cum 14.00 20 25

19 K.M. stone (M436) 3.00 No.

20 Hectometer stone (M270) 6.00 No.

22 Logo/Information board 1.00 No.

21 MMGSY Logo Board 2.00 No.

22 Village Name (Engineer) (M385) 1.00 No. - 2 15

28 Guard Stone (M259) 30.00 No.

29 Marble Stone (M409) 3.00 No.

26 PVC water pipe 100 mm diameter (M763) 18.40 Sqm.

31 White Lime (M617) 0.22 Quintal

28 RCC pipe NP3 900 mm (M519) 50.00 Rmt 25.00 2 25

[A] Qty. of Diesel required @ 4.0 Km./Litre 6961.00 = 1740.25 Ltr.

Qty. of oil required @3% of Diesel = 52 Ltr.

[B] Qty. of concrete

Considering Av. concrete work per mixture @ 25.0 Cum/Day

Working Days of Mixture = 21.60 = 1 Day

Qty of Diesel required @ 5 Ltr. Per day--- 1 x 5 5 Ltr.

Qty of oil required @ 3% = 0 Ltr.

[C] Qty. of GSB & WBM,

Considering Av.out put of roller @ 225 Cum/Day

Working Days of vibrator roller = 1018.90 = 5 Days

Qty of Diesel required @ 250 Ltr. Per day for tanker & Roller

Qty of oil required @ 3% = 38 Ltr.

[D] Qty. of BBC & BM & Carpet & Sealcoat

Considering Av.out put of Bach Mix plant @ 450.00 M.T./Day

Working Days of Drum Mix plant = 919.70 = 2 Days

Considering Av. Requirement for Plant & Paver including Roller etc.@ 1200 ltr/day

Qty of Diesel required = 2 x 1200 2400 Ltr.

Qty of oil required @ 3% = 72 Ltr.

[E] Qty. of L.D.O required for Hot mix plant @ 150 Ltr./day

Qty. of L.D.O. = 2 x 150 300 Ltr.

[F] Qty. of Consolidation of Earth work

Considering Av.out put of roller @ 800 Cum/Day

Working Days of vibrator roller = 0.00 = 0 Days

Qty. of diesel required for vibrator roller @ 30 Ltr/day

Qty. of diesel required for Water tanker @ 30 Ltr/day

Qty of oil required @ 3% 0 Ltr.

[G] Qty. of Consolidation of Hard murrum =

Considering Av.out put of roller @ 480 Cum/Day

Working Days of vibrator roller = 270.0 = 1 Days

Qty. of diesel required for vibrator roller @ 30 Ltr/day

Qty. of diesel required for Water tanker @ 30 Ltr/day

Qty of oil required @ 3% 2 Ltr.

[H] Qty.of diesel required for machinery for the work of clearing, cutting, Fog spray etc.

Clearing and grubbing 0.45 Hect.

machinery required at 0.66 Hect./ day. 0.45 = 1 Days

Earth work in box cutting, Scarifying, Dismantalling/excavation

Dozer/ excavator/truck at 240 Cum/day 20.80 = 0 Days

Considering average diesel required for machinery @ 80 Ltr./day

Qty of oil required @ 3% 2 Ltr.

Total Qty. of L.D.O. = 300 Ltr.

Cost of Diesel Rs. 92.79 /Ltr. x 5530.25 =

Cost of Oil Rs. 180.00 /Ltr. x 166.15 =

Cost of L.D.O. Rs. 62.56 /Ltr. x 300.00 =

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Material Other than Cement, Steel & Asphalt Material Other than Cement, Steel & Asphalt

Tender Item → GSB-1 WMM 37.5 mm BBC 25 mm Carpet 0.24/10 Sealcoat Asphalt Paint Thermoplast M100 M150 Fitter White Wash weep hole

Tender Qty. → 1018.90 Cum 911.00 Cum 421.90 MT 295.30 MT 202.50 MT 5625.00 Sqm 450.00 Sqm 21.60 Cum 31.10 Cum 23.00 Sqm 112.26 Sqm 23.00 No. Unit

Material Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total Qty/ Total

↓ Cum Qty Cum Qty MT Qty MT Qty MT Qty Sqm Qty Sqm Qty Cum Qty Cum Qty Cum Qty Cum Qty Cum Qty

Agg 25 to 12.5 mm 0.00 Cum

Fine Agg. (Sand) 9.98 13.68 23.66 Cum

Thermoplast Paint 3.00 1350.00 1350.00 Kg.

Glass Bead 0.25 112.50 112.50 Kg.

White Lime 0.0020 0.22 0.22 Sqm

P.V.C. Pipe 0.80 18.40 18.40 Rmt

Deputy Executive Engineer Executive Engineer

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

Name of work: Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati

faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di.

(To accompany with Submisssion of D.T.P. )

a) whether the old Clause are replaced by the ------Yes.------

latest clauses as per Govt. Instruction

b) If so, state the number wise details of ------Yes.------

clause replaced.

c) Whether time limit is entered it in ------Yes.------

proportion with the ampunt and number of

d) whether the order details wise mention of ------Yes.------

security deposit etc. are written in the tender

a) Whether Schedule - "A" gives details of Material are not supplied by the department

the materials to be supplied by the

b) Does it mention the correct place of ------N.A.------

delivery of materials to be suplied under

c) Whether the rates of materials are ------N.A.------

mentioned in the figures as well as in the

d) whether the rate entered in Schedule-A is ------N.A.------

correctly derived?

e) Whether Quantity of Materials is correctly ------N.A.------

arrived at as per norms Rs.

I have personally verified the fact as stated above and found in order.

Executive Engineer

Panchayat (R&B) Division

i) Whether the description of each item literally ------Yes.------

telly with the sanctioned estimated escept

specying of leads etc.

ii) Whether quantity of each item is as per ------Yes.------

sanctioned estimate? If not, state the respons

with justification for deviation in covering

letter of the D.T.P.

iii) Whether quantity of each item is as per ------Yes.------

sanctioned estimate? If not, state the respons

with justification for deviation in covering

letter of the D.T.P. and incorporate the rate

iv) Whether the unit of each item is per ------Yes.------

sanctioned estimate ? If not state the resons

with due justification for deviation letter of

v) Whether the rate of each item is Schedule-B ------Yes.------

is mentioned in words in case of % rate

vi) Whether the standerd method is adopted in ------Yes.------

each item in writing the units (E.G. Cubic

meter to be abbevieted as cum & Mot C.M.

vii) Whether the Govt. remarks if any observed ------Yes.------

at the time of according sanction are fully

incorporated in the D.T.P.

If so, submit the compliance report. No any remarks

viii) Whether the correct name of work is entered ------Yes.------

at the top of Schedule-B.

ix) Whether the standerd form for Schedule-B is ------Yes.------

x) Whether the standard words for discount or ------Yes.------

premium on tendered rate as "I/WE am/are

………..…………………. Is mentioned at

xi) Whether the amount worked out for each ------Yes.------

item is correctly calculated and summed up ?

xii) Whether alternate items are propesed in the No Atternal items are not proposed

D.T.P. if so, state the item No. for which

alternative item is proposed with the reasons.

4 Detailed Specification:

i) Whether the detailed specification correctly ------Yes.------

reflect the tender items ?

ii) Whether itemes with specified lead and lift ------Yes.------

are converted into with all lifts and leads?

iii) Whether the correct mode of measurement is ------Yes.------

iv) Whether the correct mode of paument is as ------Yes.------

per Schedule-B.

v) Whether sutable used of excavated materials

of cutting stuff is incorporated in the D.T.P.

vi) Whether the mentioned regardiing the test to Yes Test schedul atteched herewith

be carried out before execution is made in

the respective item of D.T.P. ? If so , state

item No.1 with description and test to be

carried out in brief ?

vii) Whether reference to PWD Hand book is ------Yes.------

Specicfication of IRC cluase are mentioned

correctly and recently in the respective item?

viii) Whether the mention regarding the rest to be Yes Test schedul atteched herewith

carried out during execution is made ? State

the item No. with description and details of

tests to be carried out in brief.

ix) Whether average rate of earth work and ------N.A.------

derived and entered in Schedule-B if so, give

x) Wheter the specifications of alternative item, ------N.A.------

if any is incorporated ?

xi) Whether the discription of each item literally ------Yes.------

and exactly telley with that in Schedule-B.

(i) Whether statement of item not put to tender ------Yes.------

is incorporated with detalied justification ?

(ii) Whether the amount of Sanctioned estimates ------Yes.------

tally with the total of amount put to tender

and amount to item not pu to tender ?

(iii) Whether page numbers in DTP is Made ? ------Yes.------

(iv) Whether premission to split up the work. If ------Yes.------

any is sought from complatent authority ?

(v) Whether the general specification and other ------Yes.------

relevamt records are incorporated in DTP.

(vi) Whether Executive Engineer has signed the ------Yes.------

D.T.P. and all Corrections are attasted by

(vii) Whether the DTP are submitted in well ------Yes.------

bound volume and neat didy fachon ?

Executive Engineer

Panchayat (R&B) Division

Certified that the draft tender papers for the work of Package No. 6/KAPRADA/MMGSY/ET

TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada

Di. Valsadare prepared as per technically sanctioned estimate approved vide (R&B) Dept., latter No.

Executive Engineer Panchayat R&B Division Valsad00

The D.T.P.s are prepared and checked by

Senior Clerk Section Officer Deputy Executive Engineer

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

Kaprada Kaprada Kaprada

Certified that the draft tender papers for the work of Package No. 6/KAPRADA/MMGSY/ET

TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining Road 1.5 KM. Ta. Kaprada

Di. Valsadare checked and technically found correct.

P.B. Section Officer

Panchayat (R&B) Division

Certified that the draft tender papers are verified with respect to other requirement and are

checked arithmetically and fount correct.

Tender Clerk Divisional Accounts Officer Executive Engineer

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

Valsad Valsad Valsad

This is to Certified that the draft Tender Paper (DTP) for the work of Package No.

6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining

Road 1.5 KM. Ta. Kaprada Di. Valsadhaving the amount of Rs. 6901807.3874 is thoroughly checked &

verified arithmetically and with all other due aspects and hence approved here by from this office for further

Tender Clerk Deputy Executive Engineer

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

Executive Engineer

Panchayat (R&B) Division

This is to Certified that the Technical Sanction (TS) for the work of Package No.

6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To Prathmikshala Joining

Road 1.5 KM. Ta. Kaprada Di. Valsadhaving the amount of Rs. 8368000 is thoroughly checked & verified

arithmetically and with all other due aspects and hence approved here by from this office for further

Deputy Executive Engineer Executive Engineer

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

Package No. 6/KAPRADA/MMGSY/ET TO BT/1-RD/25-26 (1)Niloshi hati faliya Main Road To

Prathmikshala Joining Road 1.5 KM. Ta. Kaprada Di. Valsad

Principle Approval Date and - - :-

1 Amount (Attach letter)

Administrative Approval Date - - :-

2 and Amount (Attach letter )

Technical Approval Date and - - :-

3 Amount (Attach letter)

5 DTP amount IFB 4 :-

Tender Fee Rs. - - :-

(As per GR- PRCH-102000-IB-

Above 10.0 Cr.- Rs 18000)

Earnest Money Deposit (Bid IFB

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

Time Limit (Months) Section 3 41 :-

8 cl. 17 9 (nine) Months.

Annual Financial Turnover Section 1 9 :-

9 Amount Rs. cl. 4.5.3(a) -

Defect Liability Period (In Section 3 46 :-

10 Months & includes no. of cl. 33.1 60 Months

Free Maintenance Guarantee Section 3 46 :-

11 Period (for Road & Bridge cl. 332.2 5 Year.

Registration/Category - - :- class-B Special Cat. Road -

12 required III & above

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

Period between Program Section 3 44 :- 30 days

14 Update (Days) cl.

Amount to be withheld for late Section 3 44 :- 1 Lakh

15 submission of Program cl.

Milestone: - Section 3 53 :- %

(A) Milestone 1 - - :- 25%

(B) Milestone 2 - - :- 50%

(C) Milestone 3 - - :- 75%

(D) Milestone 4 - - :- 100%

17 Price Adjustment Components Section 4 66 % Input

cl. 24 index/price*

(A) Labour, PL Section 4 66 Lo=

(B) Cement, PC Section 4 66 Co=

(C) Steel, PS Section 4 67 So=

cl. 24 (iii) PS=0.24%

(D) Bitumen, Pb Section 4 67 Bo=

(E) POL, Pf Section 4 68 Fo=

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

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

cl. 24 (vii) Pm=24.12

18 Amount to be withheld for Section 3 56 2 Lakhs

failing to supply “as built” cl.

19 Percentage Rate Contract (upto INR 50 Section 7

Cr. )/ Item Rate Contract (above INR 50 Cr.)

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