Construction of Various Road Under MMGSY (Trible) in Nasvadi Taluka Dist. :- Chhotaudepur Pkg. No. 2025-26/49

Name Of Work :- Construction of Various Road Under MMGSY (Trible) in Nasvadi Taluka Dist. :-

Chhotaudepur Pkg. No. 2025-26/49

Taluka :Nasvadi 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 Clearing and grubbing of road length including up rooting wild vegetation, grass, bush Attached Separetely

shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such trees cut

earlier and disposal of unserviceable material and stacking of serviceable material (area

of light density) by mechanical means in area of light jungle

2 Providing, laying and Spreading 150 mm Granular sub-base (Grade-I) by providing Attached Separetely

close graded M.C.B.T. material in single layer with motor graderon prepared surface,

mixing by mix in place method with rotovator at OMC and compacted with vibratory

roller 80 to 110 KN static weight to achieve desire density etc completed.

3 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 22.4 Attached Separetely

mm in required layers including using 24% stone screening 11.2 mm size and 8% stone

dust as filler including spreading watering & consolidation by vibratory roller etc. as

per MoRTH Specification compelete as directed by Engineer - in - Charge.

4 Providing and laying 75 mm Compacted of Specified quarry Spall in side shoulder Attached Separetely

including carraige of material and spreading on prepared base including compacting as

per MOST Specification etc... complete.

5 Earthwork in cutting in all sorts of soil and soft murrum including conveying and Attached Separetely

putting the stuff in spoil bank maintaining minimum distance of five meter between top

edge and cutting and toe of spoil bank.

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

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

7 Rolling & watering of earthwork in layers with power roller including filling in Attached Separetely

depressions which occur during the process.

8 Providing & Casting in situ ordinary cement concrete M-250 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.

9 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary Attached Separetely

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc.

complete (For O.D.R road V.R.)

10 Providing and fixing hectometer as per I.R.C. type design including painting, lettering Attached Separetely

etc. complete. (I)Fixing in C.C. 1:5:10

11 Providing and fixing guard stone as per I.R.C., type design including white washing Attached Separetely

etc. complete. (I)Fixing in C.C. 1:5:

12 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

13 Providing and fixing Junction board of M.S. plates and angles as per standard I.R.C. Attached Separetely

design including fixing in C.C. 1:4:8 with necessary excavation painting figuring and

lettering on board etc. complete as per detailed drawing

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

14 Road marking with hot applied thermoplastic paints with reflectorising glass beads on Attached Separetely

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm

is excluding of surface applied glass beads as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white colour marking should provide liminance coefficinet

on cement road shalll be min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

15 be two years.

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / Attached Separetely

3mm ACP (Aluminum composite Panel); size 60x50 cm as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm;

painted with bestquality epoxy coatings in black and white bends. the details of symbol

or inscription / numerals for each board shall be as per the instruction of engineer in

Village name/fixing at site

Ahed be in 1:2:4 CC blockof

:-Providing sizesing

and fixing 45 xboards

2mm Attached Separetely

aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre

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

and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968,

3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x

50 x 5mm painted with best quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board shall be as per the instruction

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

60cms. for each leg. including excavation curing etc. complete under the supervision of

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

17 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium Attached Separetely

sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

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

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted

with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. including excavation curing etc. complete under the

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

18 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm Attached Separetely

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

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

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

19 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of Attached Separetely

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens

(No Glass bead lens) capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/- 5 degree. The body of the marker

should having finger grip for easy and accurate placement and application with epoxy /

bituminous Adhesive as recommended by the manufacturer of the marker. The colour

of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

20 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana diamond size Attached Separetely

(600mm x 600mm) 16 Gauge & board plate size (900mm x 250mm) 16 Gauge thick

M.S plate and 2.40 mt. deep length single angle 75 x 75 x 6 mm size including fitting

and painting lettering with luminous color as per drawing etc.

21 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.(B) Dense or

22 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.

23 Providing and laying cement concrete M150 mix providing and necessary vertical pin Attached Separetely

headers including formwork, vibrating,ramming and curing complete.

24 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.

25 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) 300 mm

26 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) 1200 mm

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

binding and placing in position complete upto floor two level

28 Filling around the pipes with murrum including dressing, tampering etc. complete. Attached Separetely

29 White washing with lime on wall surface (two coats) to give an even shade including Attached Separetely

thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign

30 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe of Attached Separetely

100mm including laying in proper grede and jointing the completed as per detailed

31 Providing and laying filter Media 600mm thick directed at the back of abutments, Attached Separetely

returns and wing walls as per detailed specifications.

32 Providing and casting in situ controlled cement concrete M-250 for average 75 mm Attached Separetely

thick wearing coat laid as directed dincluding tamping, vibrating, finishing,

curing and fillingin joints with bitumen complete

33 Dismentaling the existing structure including removing and stacking the dismentelled Attached Separetely

materials as and where directed. (A) R.C.C. work

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

34 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium Attached Separetely

sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with

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

of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best

qualityepoxy coatings in black and whitebends. the details of symbol for eachboard

shall details of symbol for eachboard shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each

leg. including excavation curing tec. complete under the supervision of engineer in

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

35 Providing & Fixing " FLOOD GUAGE POST" on Causeway / dip having (Channel size Attached Separetely

100 x 50 mm) i.e. C.C. 1:2:4 in headwall, i.e. Painting & lettering with ordinary paint

colour as per instruction of engineer in charge.

36 Metal Beam Crash Barrier:- Type - A, "W" : Metal Beam Crash Barrier (Providing and Attached Separetely

erecting a"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheetmetal beam rail, 70 cm above road/ground level, fixed on ISMC serieschannel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 mhigh, 1.1 m below

ground/road level, all steel parts and fitments to begalvanised by hot dip process, all

fittings to conform to IS:1367 andIS:1364, metal beam rail to be fixed on the vertical

37 Providing and placing in position I.S.I. mark steel bar reinforcement (T.M.T.) of grade Attached Separetely

Fe-500D for following items including cutting, bending, hooking, tying etc. complete as

per detailed drawings and specifications for various structural components.

38 Providing and filling sand behind abutments and between returns in layers as directed. Attached Separetely

39 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet;size Attached Separetely

90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated withphospheting

process & acid teching; coated with one coat of epoxy primer andtwo coats of best

quality epoxy paint; reflectorised with retro refiective sheetingas per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricatedfrom suitable size iron angle

of 35 x 35 x 3mm 75x75x6mm as required; paintedwith best quality epoxy coatings in

black and white bends. the details of symbolfor each board shall be as per the

instruction of engineer in charge. The fixing atsite shall be in 1:2:4 CC block of size

x 45 x 60cms. for each leg. includingexcavation curing tec. complete under the

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

40 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm Attached Separetely

aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the details of symbol for each board

shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc.

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

41 Providing and fixing Number plate of Marble plate stone of required size set in C.M. Attached Separetely

1:4 including finishing and engeaving letters etc. completes.

Deputy Executive Engineer Executive Engineer

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

Nasvadi Chhotaudepur

Name Of Work :- Construction of Various Road Under MMGSY (Trible) in Nasvadi Taluka Dist. :- Chhotaudepur Pkg. No. 2025-

Taluka :Nasvadi 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 631.62 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 3800.48 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_MMGSY_ Chhota._Pkg.49.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 175.16 Cum *Gradation,CBR One test per work

8 Supplying of Sand/ 1368.00 Cum *Silt Content,F.M One test per work

9 Stonedust 443.80 Cum *Gradation One test per work

10 Sel;ected Soil for Embankment 2107.00 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) 1033.100 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,

02. Sch B_MMGSY_ Chhota._Pkg.49.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

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

large consingment.

16 Steel (TMT) 33.70 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 1336.35 51 to above - 4 +1 additional sample

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

18 Retro Reflective Sheeting for the signage 70.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

19 Road studs / Cat Eyes 275.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Hot Applied Thermoplast Road Marking 398.00 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._Pkg.49.xls