Resurfacing & Strengthening Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to 1/80 (VR) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ (2025-26)

Name Of Work :- Resurfacing & Strengthing Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to

1/80 (VR) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ (2025-26)

Sr No. Clause no Page

1 Principle Approval Date and - - :- GSR-20254-Job No.19-D-2 Dtd.

Amount (Attach letter) 15/09/2025

2 Administrative Approval Date and - - :- BUJ (2025-26)

Amount (Attach letter )

Sr. No. 8 60.00 Lacs

3 Technical Approval Date and - - :-

Amount (Attach letter)

3.1 Resurfacing & Strengthing Sadhali Pandharva Ts. For Rs.6472000.00 By E.E.Panchyat ,R &

Road Km. 0/0 to 1/80 Sec: 1/150 to 1/80 (VR) B Chhotaudepur Div , as per Sr No.69 Pg

Ta.Jetpur Pavi No. 10 Dtd.20/03/2026

5 DTP amount IFB 4 :-

6 Tender Fee Rs. - - :- 2400.00 Rs

(As per GR- PRCH-102000-IB-

7 Earnest Money Deposit (Bid IFB 4 :-

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

8 Time Limit (Months) Section 3 41 :- 04 (Four) months including Monsoon

9 Annual Financial Turnover Section 1 cl. 9 :-

Amount Rs. 4.5.3(a)

10 Defect Liability Period (In Section 3 46 :-

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

11 Free Maintenance Guarantee Period Section 3 46 :-

(for Road & Bridge Construction) cl. 33.2 (b) 4 Years

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

required Road & 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% 30 Days

(B) Milestone 2 - - :- 50% 60 Days

(C) Milestone 3 - - :- 75% 90 Days

(D) Milestone 4 - - :- 100% 120 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= 24.20 Lo=

(B) Cement, PC Section 4 66 :- PC= 27.80 Co=

(C) Steel, PS Section 4 67 :- PS= 14.03 So=

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

(E) POL, Pf Section 4 68 :- Pf= 3.82 Fo=

(F) Plant and Machinery Spares Pp Section 4 68 :- Pp= 16.13 Po=

(G) Other Materials, Pm Section 4 69 :- Pm= 14.02 Mo=

18 Amount to be withheld for Section 3 56 :-

failing to supply “as built” cl.

19 Percentage Rate Contract Section 7 78 :-

(upto INR 50 Cr. )/ Item Rate

Percentage Rate

Contract (above INR 50 Cr.)

*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

Resurfacing & Strengthing Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to 1/80

(VR) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ (2025-26)

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

Jetpur Pavi Chhotaudepur

Name Of Work :- Resurfacing & Strengthing Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to 1/80

(VR) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ (2025-26)

Taluka :Jetpur Pavi District : Chhotaudepur

INDEX OF SPECIFICATION

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

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

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

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

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

2 Providing and laying Controlled cement concrete M-250 For a concrete pavement Attached Separetely

made by Trimix system and mixed with heavy duty floor hardner at the rate of

Kg./Sq.M. including curing etc. complete over prepared sub base including providing

and fixing centering of MS channels of required thickness as per required level slope,

Grade and thickness of concrete road including leveling of placed concrete with

surface vibrators finishing surface with power floater and trowel light brooming on the

surface including providing construction joint of 10 mm x 25 mm by using concrete

cutter machine etc. complete as directed. The Payment Of this Item Shall be Made on

Core Cutter testing results.

3 Citizen' s information Board- Providing and fixing of typical information board as per Attached Separetely

instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top &

bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be

welded by two vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x

75 mm of 12 SWG square tubes posts duly embedded in cement concrete M-15 grade

blocks of 600mm x 600mm x 750 mm, below ground level. Painting New letters &

figure of any shade with ready mixed synthetic enample paint of superior quality in

required shade and colour, All sections of framed posts and steel tube will be painted

with primer and two coats of epoxy paints as per detailed drawing

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

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

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

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

curing complete.

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

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

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

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

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

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

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

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

level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (vi) 1200 mm

9 Providing ISI Mark TMT bar Fe-500D reinforcement for RCC Work including bendinf, Attached Separetely

binding and placing in position complete as per detailed drawinngs for Solid slab,

Abutment cap, dirt wall & Pier cap & Also for the (For Temperature Reinforcement of

Abutment, Return & Pier)

10 Providing and casting in situ Controlled Cement concrete M-250 for R.C.C. solid Attached Separetely

slab including centering, scaffolding curing and finishing complete.

11 Providing and casting in situ Controlled Cement concrete M-250 for average 75 mm Attached Separetely

thick wearing coat laid as directed including tamping ,vibrating, finishing, curing and

filling in joints with bitumen complete.

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

Deputy Executive Engineer Executive Engineer

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

Jetpur Pavi Chhotaudepur

Name Of Work :- Resurfacing & Strengthing Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to

1/80 (VR) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ (2025-26)

1 All works shall be carried out as per latest MORTH Specification Booklet and other specification

of Division as directed.

2 All Rates quoted include clearance of site (prior commencement of work and at its close) in all

respects and hold good for work under all conditions, site moisture, weather etc.

3 The contractor shall exhibit a board as per Government Circular No. Vernacular TNC/1090/24/S

dated 05.03.2011 with details specifications and details of works and amount involved at site at

his own cost as directed by Engineer-in-charge.

4 Testing of material shall be done as per statement attached with specification. The material should

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

should be paid by Executive Engineer and computed after deducting the cost of materials to be

supplied by the Govt. and shall be recovered from the contractor's running bill as per Govt., R&B

Department No. TNC-1085/(4)/C dtd 20-12-91.

5 1.00 % of Construction cost shall be deducted form Bill. Amount of Contract as per the Building

and other Construction worker's welfare cess Act - 1996 (Labour & Employment Department

Letter No. CWA - 2004 - 1831 - M (3). Dt. 9-12-05, Notification of Labour & Employment

Department Dtd. 03-01-05 and Labour & Employment Department letter No. CWA / 2004-841-

6 In all R.C.C. items in rate analysis, standard cement consumption has been taken as per Govt. GR,

PRC-10/2017/Cement Consumption/16/C, Dtd. 11/05/2017 as stated in SOR therefore in RCC

items where there is a change as per actual mix design the cost of difference of cement

consumption shall be deducted from the rate of original item at the rate of input rate mentioned in

7 Bidders are advised to visit the site & make himself / themself aware of the scope & specification

of the work to be done & of conditions and other factors bearing on the execution of the work

before on line submission of his / their bids. Once the bid is finalized, under no circumstances

arguments for crust deficiency / additional / altered works will be heard until & unless Engineer

in charge deem so. Engineer in charge shall have right to reject & decision of Engineer in charge

shall be final & binding.

8 If found necessary, contractor will be intimated for negotiation. He will be intimated maximum

three times within validity period for negotiation. If contractor does not respond in time, his

earnest money will be forfeited and his tender will be rejected. Paneltative action will be taken on

such contractor.

Name Of Work :- Resurfacing & Strengthing Sadhali Pandharva Road Km. 0/0 to 1/80 Sec: 1/150 to 1/80 (VR) Ta.Jetpur Pavi Dist.

Chhotaudepur Under BUJ (2025-26)

Taluka :Jetpur Pavi District : Chhotaudepur

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 773.00 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

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

97.1.Sch B Resf. Sadhali Pandharva Road Ta. Jetpur Pavi.xls

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

8 Supplying of Sand/ 388.00 Cum *Silt Content,F.M One test per work

9 Stonedust 0.00 Cum *Gradation One test per work

10 Sel;ected Soil for Embankment 293.00 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 applicationIrregular close in intervals

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

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 mix dryer for each 100 tonnes of mix subject to

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

( Binder content vide 45/MD. One Test for each 100 tones of mix

2172) subjects to minimum of two per Day.

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

15 Cement (OPC) 288.800 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.

97.1.Sch B Resf. Sadhali Pandharva Road Ta. Jetpur Pavi.xls

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

16 Steel (TMT) 12.84 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

M250 424.10 51 to above - 4 +1 additional sample

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

18 Retro Reflective Sheeting for the signage 1.00 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

Jetpur Pavi Chhotaudepur

97.1.Sch B Resf. Sadhali Pandharva Road Ta. Jetpur Pavi.xls