Civil Work

Name Of Work :- Constructing A CC Payment on Gutal Navgam Road (3.50Km) Ch.0/0 to 0/500

Ta.Waghodia Dist .Vadodara Under Suvidhapath Normal (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 :- Constructing A CC Payment on Gutal Navgam Road (3.50Km) Ch.0/0 to 0/500

Ta.Waghodia Dist .Vadodara Under Suvidhapath Normal (2025-26)

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 Box cutting the road surface to proper slope and camber for making a base of road work Attached Separetely

including removing the excavated stuff and depositing on the road side slopeas directed

up to all Lead & Lift

3 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.

4 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.

5 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.

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 (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, 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 paver

with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and

8 (Cement Concrete Pavement) Construction of un-reinforced, dowel jointed, plain Attached Separetely

cement concrete pavement (M30 Grade) over a prepared sub base with 53 grade cement

@ 410 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a fixed form or slip form paver,

spread, compacted and finished in a continuous operation including provision of

contraction, expansion, construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures

as approved, curing compound, finishing to lines and grades as per drawing

9 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.

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

10 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block Attached Separetely

30cm length,30cm height and 15cm thick of M250 grade concret as per approved design

and including excavation for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

11 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.(i) 300mm

12 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.(ii) 450mm

13 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.(iii) 600mm

14 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

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.

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

design of size 150cm x 120cm including fixing in C.C. 1:4:8 with necessary

excavation, painting figuring and lettering on board etc. complete.

16 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..............................

17 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

18 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.

19 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.

20 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.

21 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

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

22 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)

Deputy Executive Engineer Executive Engineer

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

Waghodia Vadodara

Name Of Work :- Constructing A CC Payment on Gutal Navgam Road (3.50Km) Ch.0/0 to 0/500 Ta.Waghodia Dist .Vadodara

Under Suvidhapath Normal (2025-26)

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 108.90 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 263.78 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 1026.72 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

13.1.Sch B Suvidhapath Gutal Navgam Road Waghodia Ta.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/ 283.00 Cum *Silt Content,F.M One test per work

9 Stonedust 24.64 Cum *Gradation One test per work

10 Sel;ected Soil for Embankment 1080.00 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) 316.900 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.

13.1.Sch B Suvidhapath Gutal Navgam Road Waghodia Ta.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) 0.76 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 0.00 51 to above - 4 +1 additional sample

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

18 Retro Reflective Sheeting for the signage 3.00 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

Waghodia Vadodara

13.1.Sch B Suvidhapath Gutal Navgam Road Waghodia Ta.xls