Suvidhapath

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist. Anand Pkg. No.

AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

1 Construction of CC Pavement on Sihol Aradi Porada Road (VR) Km. 0/000 to 0/630 Ta.:-Petlad Dist.:- Anand

2 Construction of CC Pavement on Bhavanipura Vatav Road (VRNP) Km. 0/000 to 0/320 Ta.:- Petlad Dist.:- Anand

3 Construction of CC Pavement on Manej Manpura Road (VR) Km. 0/000 to 0/310 Ta.:-Petlad Dist.:- Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated UnitFigures in

1 Earthwork for embankment including breaking clods, dressing with all lead and 4024.00 Cum 180.88

lift (including watering and consolidation) (C) From Borrowarea within all lead

2 Box cutting the road surface to proper slope and camber for making a base for 3268.00 Cum 109.42

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

side slope as directed upto all lead.

3 Providing laying and spreading mix material gradation equivalent to GSB grade 1154.00 Cum 1747.68

II ,MCBT Metal 20-40 mm with Fine aggregate material in required proportion

so as to have, mixing in place with rotavator and grading with mortar grader at

OMC and compacted with vibratory roller 80 to 100 KN static weight to achieve

desired density etc. complete

4 Conveyance of excavated earth/ unuseable material available from box cutting/ 901.00 Cum 258.56

scarifying the existing road surface etc. up to 1.0 km. lead including loading,

unloading and spreading the material on road side as and where directed.

5 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 75.00 Rmt 1053.39

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

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

6 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 1527.00 Sq.mt 706.93

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

mechanically and as per approved design Confirming to IS 15658 :

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

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

7 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement 550.00 Cum 2710.52

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, optimum moisture content to be determined during trial

length construction, concrete strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site, laid with a conventional method,

compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete.

8 Cement Concrete Pavement:- Construction of un reinforced, dowel jointed, 1386.00 Cum 6835.46

plain cement concrete pavement over a prepared sub base with concrete grade

M300, coarse and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a fixed form or slip form

paver, spread, compacted and finished in a continuous operation including

provision of contraction, expansion, construction and longitudinal joints, joint

filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing compound, finishing to lines and

grades as per drawing

02. Sch B_Suvidhapath_Petlad_Pkg_06 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Providing & fixing logo board of Suvidhapath as per standard design of 3.00 No. 3651.15

National Rural Road Development Agency diamond size 600 x 600 mm

1.50mm thick plate & board size 900 x 250mm , 1.50mm thick M.S. plate and

2.40 meter deep length single angle 75 x 75 x 6 mm size incl. fitting & painting

lettering with luminous colour as per drawing including fixing in C.C. 1:3:6 etc.

Rupees One Crore Fifty Four Lakh(s) Sixty Nine Thousand Three Hundred Ninety Three And Paise

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

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

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

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

(Please strike out which ever is not applicable.)

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

payment shall be made.

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

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

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

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

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

Sr.Divisional Account Officer Dy.Executive Engineer

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

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Suvidhapath_Petlad_Pkg_06 Page

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist.

Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

INDEX OF SPECIFICATION

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

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

(including watering and consolidation) (C) From Borrowarea within all lead

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

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

directed upto all lead.

3 Providing laying and spreading mix material gradation equivalent to GSB grade II Attached Separetely

,MCBT Metal 20-40 mm with Fine aggregate material in required proportion so as to

have, mixing in place with rotavator and grading with mortar grader at OMC and

compacted with vibratory roller 80 to 100 KN static weight to achieve desired density

4 Conveyance of excavated earth/ unuseable material available from box cutting/ Attached Separetely

scarifying the existing road surface etc. up to 1.0 km. lead including loading, unloading

and spreading the material on road side as and where directed.

5 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with collars for Attached Separetely

culverts includingsetting and joining the pipes in C.M. 1:2 watering andlaying (To

level of slops of I.S. 458 / 1971 Class NP4 offollowing internal diameter. (i) 300 mm

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

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

mechanically and as per approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

7 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement concrete Sub- Attached Separetely

base over a prepared sub-grade with coarse and fine aggregate conforming to IS:

the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture

content to be determined during trial length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a

conventional method, compacting with 8-10 tonnes vibratory roller, finishing and

curing etc. complete.

8 Cement Concrete Pavement:- Construction of un reinforced, dowel jointed, plain Attached Separetely

cement concrete pavement over a prepared sub base with concrete grade M300, coarse

and fine aggregate conforming to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,

transported to site, laid with a fixed form or slip form paver, spread, compacted and

finished in a continuous operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

9 Providing & fixing logo board of Suvidhapath as per standard design of National Rural Attached Separetely

Road Development Agency diamond size 600 x 600 mm , 1.50mm thick plate & board

size 900 x 250mm , 1.50mm thick M.S. plate and 2.40 meter deep length single angle

75 x 75 x 6 mm size incl. fitting & painting lettering with luminous colour as per

drawing including fixing in C.C. 1:3:6 etc. complete.

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist. Anand Pkg. No.

AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

SCHEDULE FOR TESTING OF MATERIALS

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

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

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

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

Schedule 'B' taken

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

*Impact Value 100 to 500 - cum. 3 test

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

2 40 to 63 M.C.Metal 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

3 25 to 40 M.C.Metal 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

4 Kapchi 20 mm Nominal 2490.60 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

5 Grit (6 mm) 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

6 Grit as Key aggregate (12 mm) 0.00 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

02. Sch B_Suvidhapath_Petlad_Pkg_06

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

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

Schedule 'B' taken

7 Water Suspended Solids (IS 3025 Part 17)

Sulphets (IS 3025 Part 24)

Chlorides (IS 3025 Part 32) Sample taken at each source tested at an approved test house

7 Supplying of Quarryspall 0.00 Cum *Gradation,CBR One test per work

8 Supplying of Sand/ 733.00 Cum *Silt Content,F.M One test per 250 cum.

9 Stonedust 438.52 Cum *Gradation test 1 to 100 - cum. 1 test

*Impact Value 100 to 500 - cum. 3 test

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

1500 to 5000 - cum. 7 test

10 Sel;ected Soil for Embankment 4024.00 Cum P.I ,CBR,MDB

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

12 Asphalt (VG-30) 0.00 M.T. Viscosity Test Tanker test in Geri Lab. Only

as per I.S. 1206 Up to 10

Above 50 one per Tanker

Ductility Test As per I.S.

Specification Gravity test As per I.S.

Softening point test As per I.S.

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

13 Tack Coat *Binder Temperature for application

Irregular close in intervals

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

02. Sch B_Suvidhapath_Petlad_Pkg_06

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

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

Schedule 'B' taken

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

Temperature of binder in Boilor Constituents and mixed aggregates from the

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

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

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

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

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

15 Cement (OPC) 637.082 M.T. *Consistency,Soundness 1 test @ 50.0 M.T. 100 T 2 tests,

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

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

for large consingment.

16 Steel (TMT) 0.00 M.T. *Tensile, (TMT) As per Manual of Quality Control

Yield 1 test/40 tonnes / per category

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

M300 1386.00 51 to above - 4 +1 additional sample

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

02. Sch B_Suvidhapath_Petlad_Pkg_06

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

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

Schedule 'B' taken

18 Retro Reflective Sheeting for the signage 0.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

19 Road studs / Cat Eyes 0.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Hot Applied Thermoplast Road Marking 0.00 Sqmt as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

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

Note (2):- Apart from above listed materials for carrying out various tests during Road / Structure

Construction Works , if any other than above mentioned material/s are to be used during road /

structure construction work then it must be tested as per prevailing criteria of Govt. of Gujarat (R &

B Deptt.) and necessary tests should be carried out as per prevailing norms.

Signature of Contractor. Deputy Executive Engineer Executive Engineer

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

02. Sch B_Suvidhapath_Petlad_Pkg_06

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist. Anand Pkg. No.

AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

QUANTITY SUMMARY STATEMENT

Construction of CC Pavement on Construction of CC Pavement on Construction of CC Pavement on

Sihol Aradi Porada Road (VR) Km. Bhavanipura Vatav Road (VRNP) Manej Manpura Road (VR) Km.

Total Qty & Amount

Sr 0/000 to 0/630 Ta.:-Petlad Dist.:- Km. 0/000 to 0/320 Ta.:- Petlad 0/000 to 0/310 Ta.:-Petlad Dist.:-

Item. Unit Anand Dist.:- Anand Anand

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

1 Earthwork for embankment including breaking clods, dressing with all lead Cum 2097.00 180.88 379305.36 881.00 180.88 159355.28 1046.00 180.88 189200.48 4024.00 727861.12 180.88

and lift (including watering and consolidation) (C) From Borrowarea within

2 Box cutting the road surface to proper slope and camber for making a base for Cum 1634.00 109.42 178792.28 830.00 109.42 90818.60 804.00 109.42 87973.68 3268.00 357584.56 109.42

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

side slope as directed upto all lead.

3 Providing laying and spreading mix material gradation equivalent to GSB Cum 577.00 1680.64 969729.28 293.00 1702.86 498937.98 284.00 1930.11 548151.24 1154.00 2016818.50 1747.68

grade II ,MCBT Metal 20-40 mm with Fine aggregate material in required

proportion so as to have, mixing in place with rotavator and grading with

mortar grader at OMC and compacted with vibratory roller 80 to 100 KN

static weight to achieve desired density etc. complete

4 Conveyance of excavated earth/ unuseable material available from box Cum 491.00 258.56 126952.96 249.00 258.56 64381.44 161.00 258.56 41628.16 901.00 232962.56 258.56

cutting/ scarifying the existing road surface etc. up to 1.0 km. lead including

loading, unloading and spreading the material on road side as and where

5 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with Rmt 45.00 1053.39 47402.55 22.50 1053.39 23701.28 7.50 1053.39 7900.43 75.00 79004.25 1053.39

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

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

6 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete Sq.mt 763.00 706.93 539387.59 388.00 706.93 274288.84 376.00 706.93 265805.68 1527.00 1079482.11 706.93

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

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and filling the joint with sand

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

7 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement Cum 275.00 2657.31 730760.25 140.00 2674.48 374427.20 135.00 2856.28 385597.80 550.00 1490785.25 2710.52

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending

to be as per table 600-1, optimum moisture content to be determined during

trial length construction, concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to site, laid with a conventional

method, compacting with 8-10 tonnes vibratory roller, finishing and curing

8 Cement Concrete Pavement:- Construction of un reinforced, dowel jointed, Cum 693.00 6781.14 4699330.02 352.00 6799.32 2393360.64 341.00 6983.14 2381250.74 1386.00 9473941.40 6835.46

plain cement concrete pavement over a prepared sub base with concrete grade

M300, coarse and fine aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant

as per approved mix design, transported to site, laid with a fixed form or slip

form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per drawing

Construction of CC Pavement on Construction of CC Pavement on Construction of CC Pavement on

Sihol Aradi Porada Road (VR) Km. Bhavanipura Vatav Road (VRNP) Manej Manpura Road (VR) Km.

Total Qty & Amount

Sr 0/000 to 0/630 Ta.:-Petlad Dist.:- Km. 0/000 to 0/320 Ta.:- Petlad 0/000 to 0/310 Ta.:-Petlad Dist.:-

Item. Unit Anand Dist.:- Anand Anand

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Total Amount Av.Rate Tender Amount

9 Providing & fixing logo board of Suvidhapath as per standard design of No. 1.00 3651.15 3651.15 1.00 3651.15 3651.15 1.00 3651.15 3651.15 3.00 10953.45 3651.15

National Rural Road Development Agency diamond size 600 x 600 mm

1.50mm thick plate & board size 900 x 250mm , 1.50mm thick M.S. plate and

2.40 meter deep length single angle 75 x 75 x 6 mm size incl. fitting &

painting lettering with luminous colour as per drawing including fixing in

C.C. 1:3:6 etc. complete.

Details Of Difference

Credit For Dismentalling & Reuse Material 0.00 0.00

Add For Utility Shifting 0.00 0.00 0.00 0.00

Diff.due to rounding off & 6.16 3.00 8.65 17.80

Calculation / Airthmatic Mistake Diff. for av.rate

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka

Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

GENERAL INFORMATION

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

2 Cost of work put to tender  Rs.

3 Amount of Technical Sanctioned with authority  Ts. For Rs 9233910 By E.E.Panchyat

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

Item No 309 Pg No 42 in March

Ts. For Rs 4664340 By E.E.Panchyat

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

Item No 311 Pg No 42 in March

Ts. For Rs 4666190 By E.E.Panchyat

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

Item No 310 Pg No 42 in March

4 Time limit provided for completion of work  9 (Nine) Months (Including Monsoon Period)

(Basis for working out time limit to be given)

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

(Calculation should be attached) ……….

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

7 Budget provision ………………………… 

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

as sanctioned or, part of it ………………….

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

authority approving the split

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

reason as to why it is not included

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

tender with reason there of and how you

prepare in executed the work with complete

financial picture…..

12 In case the work is abandoned by previous  No

agency, action taken against defaulting agency

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

estimate, State

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

drafting of specification and proper preparation

of DTP. Schedule "A" including arithmetical

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

16 Validity period  120 ( One hundred twenty ) days

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

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in

Petlad Taluka Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

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

(1) TENDER FORM

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

Government replaced by the latest ?

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

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

the amount and nature of work

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

estimate is entered ?

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

written in the tender form ?

(2) SCHEDULE - A

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

supplied by the Department ?

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

materials to be supplied under Schedule-A

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

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

correctly derived ?

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

(3) SCHEDULE - B

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

with the sanctioned estimate except specifying of

lead, lift etc.

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

estimate, if not state the reasons with due justification

for deviation D.T.Ps.

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

estimate ? if not, state the reasons with the

justification for deviation in covering letter of the

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

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

mentioned in words in case of Item Rate Tender ?

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

estimate ? If not, state the reasons with the

justification for deviation in covering letter of the

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

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

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

the time of according sanction are fully incorporated

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

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

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

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

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

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

correctly calculated and summed up ?

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

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

(4) DETAILED SPECIFICATIONS

1. Whether the detailed specification correctly reflect :- Yes

the tender items ?

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

covered in to with all lead and lifts ?

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

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

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

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

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

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

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

be 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

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

Specification or I.R.C. Clauses are mentioned

correctly and relevantly in the respectively item ?

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

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

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

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

exactly tally with that in Schedule-B ?

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

incorporated with details ?

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

the total amount put to tender, amount of items not

the total amount put to tender, amount of items not

put to tender ?

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

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

sought from the competent authority ?

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

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

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

and all corrections are fully attested by him ?

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

volume and in tidy fashion ?

Dy. Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist.

Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

(To be issued by Deputy Executuve Engineer)

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

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

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

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

financial or contractual.

DRAFT TENDER PAPERS

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist.

Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

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

Add. Assistant Engineer of the

Executive Engineer

Panchayat (R & B) Division

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

Tender clerk of the

Executive Engineer

Panchayat (R & B) Division

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

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

attached in other copies.

Dy.Executive Engineer

Panchyat (R & B) Sub Division

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

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

financial or Constructual implications.

DRAFT TENDER PAPERS.

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Petlad Anand Anand

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in

Petlad Taluka Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

STATEMENT SHOWING THE DIFFERENCE BETWEEN DTP & ESTIMATE AMOUNT

AMOUNT PUT TO TENDER

1 T.S. Estimate Amount : Rs. :

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

3 Difference : Rs. :

AMOUNT NOT PUT TO TENDER

ITEM CREATING DIFFERENCE

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

2 Difference due 1 % Contigency

Charges : Rs. :

3 Road Safety Audit Rs. :

4 Add 18% GST Rs. :

5 Credit For Dismentalling & Rs. : - Deduct

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

& Arithmatic Calculation Mistake

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

8 Total Difference : Rs. :

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka

Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

Taluka :Petlad District : Anand

STATEMENT SHOWING CEMENT CONSUMPTION

Sr cement to be

It No Item Unit Total Qty cement

No use in kg per

required in Kg.

1 5 Supplying and fixing reinforced concrete heavy dutynon-pressure Rmt 75.00 1.02

pipes with collars for culverts includingsetting and joining the

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

/ 1971 Class NP4 offollowing internal diameter. (i) 300 mm dia.

2 7 Dry Lean Cement Concrete Sub- base:- Construction of dry lean Cum 550.00 150.00

cement concrete Sub- base over a prepared sub-grade with coarse

and fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table

600-1, optimum moisture content to be determined during trial

length construction, concrete strength not to be less than 10 Mpa at

7 days, mixed in a batching plant, transported to site, laid with a

conventional method, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

3 8 Cement Concrete Pavement:- Construction of un reinforced, Cum 1386.00 400.00

dowel jointed, plain cement concrete pavement over a prepared sub

base with concrete grade M300, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a fixed form or

slip form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing compound, finishing to

lines and grades as per drawing

4 9 Providing & fixing logo board of Suvidhapath as per standard No. 3.00 35.24

design of National Rural Road Development Agency diamond size

600 x 600 mm , 1.50mm thick plate & board size 900 x 250mm

1.50mm thick M.S. plate and 2.40 meter deep length single angle

75 x 75 x 6 mm size incl. fitting & painting lettering with luminous Total Kg.

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath

(Normal) in Petlad Taluka Dist. Anand Pkg. No.

AND/Suvidhapath/2025-26/06

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 637.08 MT 5234.00

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka

Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

STATEMENT SHOWING THE PRICE ADJUSTMENT

Sr. Cost for Percentage of

Details of Component Tender Cost

No. Component Component

[F] Plant and Machinery Spares, Pp = 2120111.84 x 100 / 15469393.20 = 13.71 %

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Petlad Anand Anand

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

Component of Work for Price Variation

Estimated Cement Component Steel Component Asphalt Component Other Material Labour Component Plant and Machinary POL

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

Rate Consp. 5.234 Consp. 59420 Consp. 40532 % Amount % Amount % Amount % Amount

Earthwork for embankment including breaking clods,

1 4024 dressing with all lead and lift (including watering and 180.88 Cum 727861.12 0 0 0 0 30 218358.34 55 400323.62 15

consolidation) (C) From Borrowarea within all lead

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto all lead.

Providing laying and spreading mix material gradation

equivalent to GSB grade II ,MCBT Metal 20-40 mm

with Fine aggregate material in required proportion so

3 1154 as to have, mixing in place with rotavator and grading 1747.6763 Cum 2016818.5 0 0 0 60 1210091.1 20 403363.7 13 262186.41 7

with mortar grader at OMC and compacted with

vibratory roller 80 to 100 KN static weight to achieve

desired density etc. complete

Conveyance of excavated earth/ unuseable material

available from box cutting/ scarifying the existing road

4 901 surface etc. up to 1.0 km. lead including loading, 258.56 Cum 232962.56 0 0 0 0 30 69888.77 55 128129.41 15

unloading and spreading the material on road side as

and where directed.

Supplying and fixing reinforced concrete heavy

dutynon-pressure pipes with collars for culverts

includingsetting and joining the pipes in C.M. 1:2

watering andlaying (To level of slops of I.S. 458 /

Class NP4 offollowing internal diameter. (i) 300 mm

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

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

Dry Lean Cement Concrete Sub- base:- Construction

of dry lean cement concrete Sub- base over a

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be

as per table 600-1, optimum moisture content to be

determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed

in a batching plant, transported to site, laid with a

conventional method, compacting with 8-10 tonnes

vibratory roller, finishing and curing etc. complete.

Estimated Cement Component Steel Component Asphalt Component Other Material Labour Component Plant and Machinary POL

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

Rate Consp. 5.234 Consp. 59420 Consp. 40532 % Amount % Amount % Amount % Amount

Cement Concrete Pavement:- Construction of

un reinforced, dowel jointed, plain cement concrete

pavement over a prepared sub base with concrete

grade M300, coarse and fine aggregate conforming to

IS 383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing

plant as per approved mix design, transported to site,

compacted and finished in a continuous operation

including provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as

approved, curing compound, finishing to lines and

grades as per drawing

Providing & fixing logo board of Suvidhapath as per

standard design of National Rural Road Development

Agency diamond size 600 x 600 mm , 1.50mm thick

plate & board size 900 x 250mm , 1.50mm thick M.S.

plate and 2.40 meter deep length single angle 75 x

x 6 mm size incl. fitting & painting lettering with

luminous colour as per drawing including fixing in C.C.

1:3:6 etc. complete.

Percentage Component… 15469393.2 21.56 0 0 36.26 22.19 13.71

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Petlad Anand Anand

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka

Dist. Anand Pkg. No. AND/Suvidhapath/2025-26/06

Sr No. Clause no Page

1 Principle Approval Date and - - :-

Amount (Attach letter)

2 Administrative Approval Date and - - :- APC/2024/Jo.No./14/D.1

Amount (Attach letter ) Dtd. 05/03/2026 Sr No. 6,7 & 8 for

Rs. 187.00 lacs Under Suvidhapath

3 Technical Approval Date and - - :-

Amount (Attach letter)

Construction of CC Pavement on Sihol Aradi Porada Road (VR) Km. Ts. For Rs 9233910 By E.E.Panchyat

0/000 to 0/630 Ta.:-Petlad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 309 Pg No 42 in March

Construction of CC Pavement on Bhavanipura Vatav Road (VRNP) Km. Ts. For Rs 4664340 By E.E.Panchyat

0/000 to 0/320 Ta.:- Petlad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 311 Pg No 42 in March

Construction of CC Pavement on Manej Manpura Road (VR) Km. 0/000 Ts. For Rs 4666190 By E.E.Panchyat

to 0/310 Ta.:-Petlad Dist.:- Anand ,Panchayat (R&B) Division, Anand, as

per Item No 310 Pg No 42 in March

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 3600.00 Rs

(As per GR- PRCH-102000-IB-

Above 10.0 Cr.- Rs 18000)

7 Earnest Money Deposit (Bid IFB 4 :-

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

8 Time Limit (Months) Section 3 41 :- 9 (Nine) Months (Including

cl. 17 Monsoon Period)

9 Annual Financial Turnover Section 1 cl. 9 :-

Amount Rs. 4.5.3(a)

10 Defect Liability Period (In Section 3 46 :-

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

11 Free Maintenance Guarantee Section 3 46 :-

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

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

required Road and above

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

14 Period between Program Section 3 44 :- 30 days

Update (Days) cl.

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

submission of Program cl.

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

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

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

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

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

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

17 Price Adjustment Components Section 4 66 :- % Input

cl. 24 index/price*

(A) Labour, PL Section 4 66 :- PL= 22.19 Lo=

(B) Cement, PC Section 4 66 :- PC= 21.56 Co=

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

(D) Bitumen, Pb Section 4 67 :- Pb= 0.00 Bo=

(E) POL, Pf Section 4 68 :- Pf= 6.30 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 13.71 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 36.26 Mo=

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

for failing to supply “as cl.

built” drawings

19 Percentage Rate Contract Section 7 78 :-

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

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

Construction of Various Roads Under Suvidhapath (Normal) in Petlad Taluka Dist.

Anand Pkg. No. AND/Suvidhapath/2025-26/06

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

Superintending Engineer

Panchayat (R&B) Circle