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Tender Value
₹3.6 Cr
EMD Value
₹3.6 L
Closing Date
1 Apr 2026, 6:10 pmClosed
Office of The Executive Engineer, Panchayat (R&B) Division, Chhotaudepur
Construction of Khokhara (La) Main Road to NichalaFaliya Joining Road km. 0/000 to 1/100 Ta. :-Nasvadi Dist. :- Chhotaudepur under MMGSY (2025-26- Trible)
288641
14 of 2025-26
Open
Civil Works - Roads
Works
Chhotaudepur
₹6,000
Executive Engineer, Panchayat (R&B) Division, Chhotaudepur
₹3.6 L
21 Mar 2026
21 Mar 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
Name of Work :- Construction of Khokhara (La) Main Road to Nichala Faliya Joining Road km. 0/000 to 1/100 Ta. :-
Nasvadi Dist. :- Chhotaudepur under MMGSY (2025-26-Trible)
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 shall be Frequency @ which test shall be carried Total Nos of
per tested. Materials carried out out test to be
Schedule 'B' taken
1 B.T. chips 53mm to 9.5 mm 475.52 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
2 B.T. chips 9.5mm to 2.36 mm 2545.18 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 B.T. chips 4.75 mm to 2.36 mm 17.92 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 B.T. chips 63 to 45 mm 330.33 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 Supplying of Quarry spaull 105.56 Cum *Gradation,CBR One test per work One test per
6 Supplying of Sand 2264.00 Cum *Silt Content,F.M One test per work "
7 Stonedust 383.57 Cum *Gradation One test per work "
8 Selected Soil for Embankment 3104.00 Cum P.I ,CBR,MDB -
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
9 GSB 743.00 Cum *Gradation,P.I,CBR "
10 Asphalt (VG-30) 15.50 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.
11 Tack Coat Sqmt *Binder Temperature for application Irregular close in intervals
*Rate of spread of Binder. 2 test per Day.
12 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 at dryer for each 100 tonnes of mix subject to
the time of laying and rolling. (Binder minimum of Two tests per plant per day.
content vide 45/MD. 2172) One Test for each 100 tones of mix
subjects to minimum of two per Day.
Rate of Spreaded mix materials. Regular control through checks on layer
13 Cement (OPC) 1057.00 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 tes for
large consingment.
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
14 Steel (TMT) 107.30 M.T. *Tensile, (TMT) As per Manual of Quality Control 1 test per
Yield 1 test/40 tonnes / per category category
15 C.C.Cube Test 1:2:4 *Compressive Strength. 1 to 5 cmt - 1 No
M400 29.70 51 to above - 4 +1 additional sample for
M250 373.00 each 50 cu.mt. Or part there of.
16 Retro Reflective Sheeting for the signage 68.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19
17 Road studs / Cat Eyes 240.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19
18 Hot Applied Thermoplast Road Marking 308.00 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
Nasvadi Chhotaudepur
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
Item No.1 MC metal 25/50mm size
For B.S.G. Item No.11 =
For B.S.G. Item No.12 = #REF!
For B.S.G. Item No.13 =
For B.S.G. Item No.14 =
Qty. of M.C. Metal = #REF! x
Item No.2 Kapchi
For B.S.G. Item No.11 = #REF!
Carpet 25 mm th. It. No.15 = #REF!
Qty.of [email protected] Cum/M.T. = #REF! x
Qty.of [email protected] Cum/M.T. = 0.00 x
DBM 65 mm th. It. No.15 =
Qty.of [email protected] Cum/M.T. = 0.00 x
MSS 20 mm th. It. No.15 =
Qty.of [email protected] Cum/M.T. = 0.00 x
SDBC 25 mm th. It. No.15 =
Qty.of [email protected] Cum/M.T. = 0.00 x
Item No.3 Grit 13 mm size for key Agg
(a) For B.S.G. Item above
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
Total Qty. of B.S.G. = #REF!
Qty.of [email protected] Cum/10 Sqm. = #REF! x
Item No.3 Grit 6.0 mm size gsb
(a) For B.S.G. Item above
Total Qty. of B.S.G. =
Qty.of [email protected] Cum/10 Sqm. = 0.00 x
(b)Carpet 25 mm th. It. No.15 = #REF!
Qty.of [email protected] Cum/M.T. = #REF! x
(c)Seal coat It. No.16 = #REF!
Qty.of [email protected] Cum/M.T. = #REF! x
Item No.2 Stone dust
DBM 65 mm th. It. No.15 =
MSS 20 mm th. It. No.15 =
Qty.of [email protected] Cum/M.T. = 0.00 x
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
Item No.4 Kapachi 20 mm Nominal
Item No.31 M150 =
Item No.33 M250 =
Qty. of M.C.Metal = 2317.62 x
Item No.5 M.C.Metal 40mm to 63mm
Item No.26 M100 =
Item No.5 M.C.Metal 45mm to 90mm
Item No.6 H.B..Metal 40mm
Item No.25 1:5:10 =
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
Item No.31 M150 =
Item No.33 M250 =
Item No.26 M100 =
Item No.25 1:5:10 =
Qty. of Sand = 2059.40 x
Item No.8 Hard Murrum
Item No.3 Supplying Murrum =
Item No.9 Murrum
Item No.4 Supplying Murrum =
Item No.28 Filling = #REF!
02. Sch B_MMGSY_ Chhota._Khokhara (La) Main Road to Nichala F Joining Road.xls
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
SBD_MMGSY _Chhota.Khokhara (La) Main Road to Nichala F Joining Road.pdf
BILL OF QUANTITIES.pdf
SPECIFICATION INDEX.pdf
SCHEDULE FOR TESTING OF MATERIALS.pdf
RA_GAD_Khokhrala to nichala faliya_2026-01-30-A1.pdf
MMGSY ENVIRONMENT GR.PDF
5 years Special condition Contract.pdf
Drawing.pdf
GRs - SBD with Index.pdf
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