Suvidhapath

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

1 Construction of CC Pavement on Haidarpura Approach Road (VRNP) Km. 0/000 to 0/420 Ta.:- Khambhat Dist.:- Anand

2 Construction of CC Pavement on Vatra Vadiyapura Road (VRNP) Km. 0/000 to 0/150 Ta.:- Khambhat Dist.:- Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.10 Ha. 28455.10

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

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

area of light jungle

2 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 563.00 Sqmt 41.61

including stacking useful materials on road side and disposing off remaining stuff.

3 Earthwork for embankment including breaking clods, dressing with all lead and 101.00 Cum 180.88

lift (excluding watering and consolidation) (C) From Borrow area within

4 Box cutting the road surface to proper slope and camber for making a base for 650.00 Cum 109.42

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

side slope as directed upto all lead.

5 Providing laying and spreading mix material gradation equivalent to GSB grade 477.00 Cum 2060.53

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

6 Conveyance of excavated earth/ unuseable material available from box cutting/ 130.00 Cum 258.11

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.

7 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 49.50 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.

8 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 391.00 Sqmt 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.

9 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement concrete 249.00 Cum 3162.80

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, cement content not to be less than 220 kg/ cum, 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.

10 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix 627.00 Cum 4613.68

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

filling in joints with bitumen etc as per Engineer Incharge.

02. Sch B_Suvidhapath_Khambhat_Pkg_07 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 7508.00 kg. 77.29

binding and placing in position complete upto floor two level

12 Providing & fixing logo board of Suvidhapath as per standard design of National 2.00 Nos. 3651.15

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.

Rupees Fifty Seven Lakh(s) Twenty Eight Thousand Five Hundred Fifty Five And Paise Fifty Five Only

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_Khambhat_Pkg_07 Page

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath

(Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

INDEX OF SPECIFICATION

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

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

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

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

2 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth Attached Separetely

including stacking useful materials on road side and disposing off remaining stuff.

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

(excluding watering and consolidation) (C) From Borrow area within 1.0 Km.lead

4 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.

5 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

6 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.

7 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 dia.

8 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 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.

9 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, cement content not to

be less than 220 kg/ cum, 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.

10 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix C.C Attached Separetely

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

with bitumen etc as per Engineer Incharge.

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

binding and placing in position complete upto floor two level

Applicable Separate Road

Specification booklet attached

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

Item No. Pg No.

12 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 CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath (Normal) Pkg. No.

AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

SCHEDULE FOR TESTING OF MATERIALS

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

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

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

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

Schedule 'B' taken

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

*Impact Value 100 to 500 - cum. 3 test

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

2 40 to 63 M.C.Metal 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 1168.30 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_Khambhat_Pkg_07

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)

Sample taken at each source tested at

Sulphets (IS 3025 Part 24) an approved test house

Chlorides (IS 3025 Part 32)

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

8 Supplying of Sand/ 370.00 Cum *Silt Content,F.M One test per 250 Cum.

9 Stonedust 181.26 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 101.00 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_Khambhat_Pkg_07

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) 280.621 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) 7.51 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 0.00 51 to above - 4 +1 additional sample

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

02. Sch B_Suvidhapath_Khambhat_Pkg_07

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_Khambhat_Pkg_07

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road Item No : 1 Item No : 2 Item No :

Clearing and grubbing road land including Scarifying gravelled macadam or bitumen Earthwork for embankment including

uprooting rank vegetation grass macadam surface 6 cm to 10 cm.depth breaking clods, dressing with all lead and

bushes,shrubs,sapling and trees girth up including stacking useful materials on lift (excluding watering and consolidation)

to 300 mm removal of stumps of trees cut road side and disposing off remaining (C) From Borrow area within 1.0 Km.lead

earlier and disposal of unserviceable stuff.

Unit Ha. Sqmt Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of CC Pavement on

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Box cutting the road surface to proper Providing laying and spreading mix Conveyance of excavated earth/

slope and camber for making a base for material gradation equivalent to GSB unuseable material available from box

road work including removing the grade II ,MCBT Metal 20-40 mm with Fine cutting/ scarifying the existing road

excavated stuff and depositing on the aggregate material in required proportion surface etc. up to 1.0 km. lead including

road side slope as directed upto all lead. so as to have, mixing in place with loading, unloading and spreading the

Unit Cum Cum Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of CC Pavement on

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total Quantity 0.00 0.99

Consolidation Page

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Supplying and fixing reinforced concrete Providing and fixing pre-cast Rubber Dye Dry Lean Cement Concrete Sub- base:-

heavy dutynon-pressure pipes with collars / steel Dye inter locking concrete block Construction of dry lean cement concrete

for culverts includingsetting and joining 60mm thick with grade of concrete M300 Sub- base over a prepared sub-grade

the pipes in C.M. 1:2 watering andlaying pnumatic compressed / vibrated with coarse and fine aggregate

(To level of slops of I.S. 458 / 1971 Class mechanically and as per approved design conforming to IS: 383, the size of coarse

Unit Rmt Sqmt Cum

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of CC Pavement on

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

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

Providing & Casting in situ ordinary Providing TMT Bar FE500D Providing & fixing logo board of

cement concrete M-200 mix with Trimix reinforcement for R.C.C. work including Suvidhapath as per standard design of

C.C Road laid as directed including bending, binding and placing in position National Rural Road Development

temping, vibrating, finishing, curing and complete upto floor two level Agency diamond size 600 x 600 mm

filling in joints with bitumen etc as per 1.50mm thick plate & board size 900 x

Unit Cum kg. Nos.

Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 Construction of CC Pavement on

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total Quantity 0.00 0.00

Consolidation Page

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Total Amount Amount of Credit

Total Amount Amount of Credit

of Dismentalling Not Put to

Total amount 18% GST Quality Control Contingency Materials & Tender

Total amount 18% GST Quality Control Contingency Materials & Tender

Materials Reused (2+3+4+5)

1 Construction of CC Pavement on

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total Quantity 1.80

Consolidation Page

Name Of Work :- Construction of CC

Pavement at Khambhat Taluka Dist.:-

Anand Under Suvidhapath (Normal) Pkg.

No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

QUANTITY SUMMARY STATEMENT

Sr No Name Of Work / Road

Total Technical

Total Technical Sanction (1 +Round

Unit Deputy Executive Engineer

7 8 9 Panchayat (R & B) Sub Division

1 Construction of CC Pavement on Khambhat

Haidarpura Approach Road (VRNP) Km.

0/000 to 0/420 Ta.:- Khambhat Dist.:-

2 Construction of CC Pavement on Vatra

Vadiyapura Road (VRNP) Km. 0/000 to

0/150 Ta.:- Khambhat Dist.:- Anand

Total 6848976.82 13.19 6848990.00 Executive Engineer

Total Quantity -1.80 0.00 Panchayat (R & B) Division

Average Rate 6848976.82 11.39 6848990.00 Anand

Consolidation Page

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under

Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

GENERAL INFORMATION

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

2 Cost of work put to tender  Rs.

3 Amount of Technical Sanctioned with authority  Ts. For Rs 5458280.00 By E.E.Panchyat

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

Item No 318 Pg No 43 in March

Ts. For Rs 1390710.00 By E.E.Panchyat

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

Item No 51 Pg No 7 in May

4 Time limit provided for completion of work  6 (Six) Months (Including Monsoon Period)

(Basis for working out time limit to be given)

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

(Calculation should be attached) ……….

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

7 Budget provision ………………………… 

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

or as sanctioned or, part of it ………………….

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

authority approving the split

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

reason as to why it is not included

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

in tender with reason there of and how you

prepare in executed the work with complete

financial picture…..

12 In case the work is abandoned by previous  No

agency, action taken against defaulting agency

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

estimate, State

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

drafting of specification and proper preparation

of DTP. Schedule "A" including arithmetical

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

16 Validity period  120 ( One hundred twenty ) days

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

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand

Under Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

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

(1) TENDER FORM

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

Government replaced by the latest ?

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

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

amount and nature of work

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

estimate is entered ?

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

written in the tender form ?

(2) SCHEDULE - A

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

supplied by the Department ?

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

materials to be supplied under Schedule-A

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

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

correctly derived ?

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

(3) SCHEDULE - B

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

with the sanctioned estimate except specifying of

lead, lift etc.

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

estimate, if not state the reasons with due justification

for deviation D.T.Ps.

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

estimate ? if not, state the reasons with the

justification for deviation in covering letter of the

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

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

mentioned in words in case of Item Rate Tender ?

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

estimate ? If not, state the reasons with the

justification for deviation in covering letter of the

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

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

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

the time of according sanction are fully incorporated

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

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

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

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

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

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

correctly calculated and summed up ?

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

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

(4) DETAILED SPECIFICATIONS

1. Whether the detailed specification correctly reflect the :- Yes

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

covered in to with all lead and lifts ?

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

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

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

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

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

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

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

carried out in brief ?

8. Whether the mention, regarding the tests to be carried :- Yes

during execution is made, state the Item No. with

description and details of test to be carried out in brief.

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

Specification or I.R.C. Clauses are mentioned

correctly and relevantly in the respectively item ?

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

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

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

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

exactly tally with that in Schedule-B ?

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

incorporated with details ?

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

the total amount put to tender, amount of items not

the total amount put to tender, amount of items not

put to tender ?

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

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

sought from the competent authority ?

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

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

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

and all corrections are fully attested by him ?

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

volume and in tidy fashion ?

Dy. Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath

(Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

(To be issued by Deputy Executuve Engineer)

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

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

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

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

financial or contractual.

DRAFT TENDER PAPERS

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath

(Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

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

Add. Assistant Engineer of the

Executive Engineer

Panchayat (R & B) Division

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

Tender clerk of the

Executive Engineer

Panchayat (R & B) Division

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

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

attached in other copies.

Dy.Executive Engineer

Panchyat (R & B) Sub Division

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

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

financial or Constructual implications.

DRAFT TENDER PAPERS.

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand

Under Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

STATEMENT SHOWING THE DIFFERENCE BETWEEN DTP & ESTIMATE AMOUNT

AMOUNT PUT TO TENDER

1 T.S. Estimate Amount : Rs. :

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

3 Difference : Rs. :

AMOUNT NOT PUT TO TENDER

ITEM CREATING DIFFERENCE

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

2 Difference due 1 % Contigency

Charges : Rs. :

3 Road Safety Audit Rs. :

4 Add 18% GST Rs. :

5 Credit For Dismentalling & Rs. : - Deduct

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

& Arithmatic Calculation Mistake

7 Difference due to Av. Rate in DTP : Rs. : (1.80)

8 Total Difference : Rs. :

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under

Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

Taluka :Khambhat District : Anand

STATEMENT SHOWING CEMENT CONSUMPTION

cement to be Total Qty of

It No Item Unit Total Qty use in kg per cement

unit as per required in Kg.

1 7 Supplying and fixing reinforced concrete heavy dutynon-pressure Rmt 49.50 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. 458 /

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

2 9 Dry Lean Cement Concrete Sub- base:- Construction of dry lean Cum 249.00 220.00

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, cement content not to be less than 220 kg/ cum, 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

3 10 Providing & Casting in situ ordinary cement concrete M-200 mix Cum 627.00 360.00

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

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

Engineer Incharge.

4 12 Providing & fixing logo board of Suvidhapath as per standard Nos. 2.00 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

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

STATEMENT SHOWING STEEL CONSUMPTION

Sr Total Qty in

It No Item Unit Qty

1 11 Providing TMT Bar FE500D reinforcement for R.C.C. work kg. 7508.00

including bending, binding and placing in position complete upto

floor two level

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka

Dist.:- Anand Under Suvidhapath (Normal) Pkg. No.

AND/SUVIDHAPATH/2025-26/07

DETAILS OF COST of Cement, Steel & Asphalt

Item Name of Material Qty Unit Rate Amount of

1 Cement OPC 53 Grade 280.62 MT 5234.00

Deputy Executive Engineer Executive Engineer

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under

Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

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. 9 for Rs.

lacs Under Suvidhapath Year 2025-26

Dtd. 10/03/2026 Sr No. 04 for Rs.

13.38 lacs Under Suvidhapath Year

3 Technical Approval Date and - - :-

Amount (Attach letter)

Construction of CC Pavement on Haidarpura Approach Road (VRNP) Ts. For Rs 5458280.00 By

Km. 0/000 to 0/420 Ta.:- Khambhat Dist.:- Anand E.E.Panchyat ,Panchayat (R&B)

Division, Anand as per Item No

Pg No 43 in March

Construction of CC Pavement on Vatra Vadiyapura Road (VRNP) Km. Ts. For Rs 1390710.00 By

0/000 to 0/150 Ta.:- Khambhat Dist.:- Anand E.E.Panchyat ,Panchayat (R&B)

Division, Anand, as per Item No

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 2400.00 Rs

(As per GR- PRCH-102000-IB-

Above 10.0 Cr.- Rs 18000)

7 Earnest Money Deposit (Bid IFB 4 :-

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

8 Time Limit (Months) Section 3 41 :- 6 (Six) Months (Including Monsoon

9 Annual Financial Turnover Section 1 cl. 9 :-

Amount Rs. 4.5.3(a)

10 Defect Liability Period (In Section 3 46 :-

Months & includes no. of cl. 33.1 ( C ) 12 Months (including 1 monsoons)

11 Free Maintenance Guarantee Section 3 46 :-

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

12 Registration/Category - - :-

required “D” class for 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% 45 Days

(B) Milestone 2 - - :- 50% 90 Days

(C) Milestone 3 - - :- 75% 135 Days

(D) Milestone 4 - - :- 100% 180 Days

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

17 Price Adjustment Components Section 4 66 :- % Input

cl. 24 index/price*

(A) Labour, PL Section 4 66 :- PL= 19.43 Lo=

(B) Cement, PC Section 4 66 :- PC= 25.64 Co=

(C) Steel, PS Section 4 67 :- PS= 7.79 So=

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

(E) POL, Pf Section 4 68 :- Pf= 4.54 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 14.25 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 28.36 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 CC Pavement at Khambhat Taluka Dist.:- Anand Under

Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

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

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under

Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

STATEMENT SHOWING THE PRICE ADJUSTMENT

Details of Component Tender Cost of

[F] Plant and Machinery Spares, Pp = 816212.27 x 100 / 5728553.545 = 14.25 %

Dy.Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand

Name Of Work :- Construction of CC Pavement at Khambhat Taluka Dist.:- Anand Under Suvidhapath (Normal) Pkg. No. AND/SUVIDHAPATH/2025-26/07

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

Clearing and grubbing road land including uprooting

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

Scarifying gravelled macadam or bitumen macadam

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining

Earthwork for embankment including breaking clods,

3 101 dressing with all lead and lift (excluding watering and 180.88 Cum 18268.88 0 0 0 0 5.29 966.42 66.3 12112.27 28.41

consolidation) (C) From Borrow area within 1.0 Km.lead

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 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

5 477 as to have, mixing in place with rotavator and grading 2060.53 Cum 982872.81 0 0 0 60 589723.69 20 196574.56 13 127773.47 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

6 130 surface etc. up to 1.0 km. lead including loading, 258.11 Cum 33554.3 0 0 0 0 30 10066.29 55 18454.87 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

220 kg/ cum, 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

Providing & Casting in situ ordinary cement concrete

M-200 mix with Trimix C.C Road laid as directed

including temping, vibrating, finishing, curing and filling

in joints with bitumen etc as per Engineer Incharge.

Providing TMT Bar FE500D reinforcement for R.C.C.

11 7508 work including bending, binding and placing in position 77.29 kg. 580293.32 0 7.51 446125.36 0 5.77 33487.07 10.3 59770.21 6.87 39866.15 0.18

complete upto floor two level

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.

Deputy Executive Engineer Sr.Divisional Account Officer Executive Engineer

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

Khambhat Anand Anand