Civil Work

Name Of Work :- Resurfacing & Strengthing Various Road of Ta.Waghodia Dist. Vadodara Under

MMGSY Normal (2026-27) (Pac.60)

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 Various Road of Ta.Waghodia Dist. Vadodara Under

MMGSY Normal (2026-27) (Pac.60)

Taluka :Waghodia District : Vadodara

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 Granular sub-base (Grade l)by providing close graded Attached Separetely

MCBT material in single layer with motor grader on 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 desier density etc completed.

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm to 45 Attached Separetely

mm in required layers including using 16% stone screening 13.2 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 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.

5 Providing and laying Compacted of Specified quarry Spall in side shoulder including Attached Separetely

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

Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and Attached Separetely

spreading the stuff ,embankment as and where directed upto 200 Meters from the end of

cutting with all required lead and lift.

7 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

8 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) at rate Attached Separetely

of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour and materials

9 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 Kg / Attached Separetely

10 Sq.M. on the prepare bituminous surface etc complete as directed with all labour and

10 Providing & laying 50 mm thick compacted bitumen Macadam using B.T. chips Attached Separetely

aggregate as specified and mixing binder asphalt grade of VG-30 at the rate of 3.40 %

by total weight of mix including heating and mixing in drum mix plant and spreading

the same with paver finisher and consolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of specification.

11 Providing and laying 20mm thick mix seal surfaceasing using B.T. chips as per required Attached Separetely

gradation adn mixing asphalt grade VG30 @ 5.10% by weight of total mix and mixing

by contractor's own drum mix plant and laying by paver finisher and consolidation with

vibratory roller including necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc. completed in accordance with

the requirement 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.

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

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.

13 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 letter and paints etc.

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

14 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

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

complete. (I)Fixing in 1:5:

16 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

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

17 Supply & fixing logo board of diamond size (600 X 600mm) 16 gauge & board plate Attached Separetely

size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep length single angle

75x 75x 6 mm size including fitting and painting lettering with luminous colour as per

18 Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm Attached Separetely

aluminium sheet; size 244 x 122cms. 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 75x75x6mm as required; 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)...

19 Supplying and fixing road sign board of M.S. plates and angle iron including painting, Attached Separetely

lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc.

complete as per I.R.C. type design. (ii) Reflective type as per detailed drawing

20 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

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

21 Village name sign :-Providing and fixing sing boards made out of 2mm aluminium Attached Separetely

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..............................

22 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 .....................

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

3mm ACP (Aluminum composite Panel); size 60x50cm rectangular 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 High

Intensity 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 Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle

of35x35x3mm; 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 charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4

Retro Reflective sheeting

24 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.

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

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

26 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.

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

27 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.

28 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

29 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)

30 Providing temporary all weather and fair weather diversion suitable for the traffic during Attached Separetely

construction period of the bridge including providing necessary drains and all safety

measures including red lamps/signals at night for traffic etcFor HP Drain.

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

materials as and where directed. (B)Brick/ Rubble Masonry

32 Dismentaling the Cement Concrete Pavement including removing and stacking the Attached Separetely

dismentelled materials as and where directed.

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Name Of Work :- Resurfacing & Strengthing Various Road of Ta.Waghodia Dist. Vadodara Under MMGSY Normal (2026-27)

Taluka :Waghodia District : Vadodara

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 24.20 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 223.85 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 875.80 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) 500.41 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) 252.71 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

18. Sch B Resf. Various Road Ta. Waghodia (Pac.60).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 467.48 Cum *Gradation,CBR One test per work

8 Supplying of Sand/ 367.00 Cum *Silt Content,F.M One test per work

9 Stonedust 226.79 Cum *Gradation One test per work

10 Sel;ected Soil for Embankment 917.00 Cum P.I ,CBR,MDB

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

11 Natural GSB 0.00 Cum *Gradation,P.I,CBR

12 Asphalt (VG-30) 60.60 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) 299.500 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,

18. Sch B Resf. Various Road Ta. Waghodia (Pac.60).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) 15.05 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 568.00 51 to above - 4 +1 additional sample

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

18 Retro Reflective Sheeting for the signage 91.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

19 Road studs / Cat Eyes 96.00 Nos. as per Test schedule attached GR SOR/1018/715/Part file/C-1 Dtd.4/6/19

20 Hot Applied Thermoplast Road Marking 770.00 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

Waghodia Vadodara

18. Sch B Resf. Various Road Ta. Waghodia (Pac.60).xls