Civil Work

Name Of Work :- C R / FDIR/PR/SR to Various Road ( General Item for Road work) of Karjan

Taluka Dist : Vadodara (2026-27)

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 :- C R / FDIR/PR/SR to Various Road ( General Item for Road work) of Karjan Taluka

Dist : Vadodara (2026-27)

Taluka :Karjan 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 Collecting carting and stacking M C Metal stone aggrigate of 40 to 63 mm of approved Attached Separetely

quarry and quality incl filing measureboxes of std size as directed on road side as

2 Collecting carting and stacking B.T.Grit 6 mm size of approved quarry and quality incl Attached Separetely

filing measureboxes of std size as directed on road side as directed

3 Supplying and stacking of Stonedust on road side including filling the measure boxes of Attached Separetely

standered size etc. complete.

4 Supplying and stacking of Rubble Stone on road side including filling the measure Attached Separetely

boxes of slandered size etc. complete.

5 Spreading stone aggreagate for soling and W.B.M. including filling the interstices Attached Separetely

forming the surface to required camber and gradient. (Excluding spreading of blindage)

6 Spreading blindage or road crust filling the gaps in metal and leveling to camber and Attached Separetely

gradient as directed. (I)murrum/ stonedust/ quarry spall

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..(v) 900mm

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..(iii) 600mm

9 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.

10 Earth work for embankment including breaking clods, dressing with all lead and lift Attached Separetely

(Including watering and consolidation) from all lead & Lift.

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

depressions which occur during the process.

12 Colouring with Geru and Lime wash to trunck of tree for 1.500 mt hight in three coats Attached Separetely

incl finshing as directed

13 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 ,lause-

2 C1.1 (area of light density) by Manual means in area of light jungle

14 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 ,lause-

2 C1.1 (area of light density) by mechanical means in area of light jungle

15 White Washing With lime on wall surface (TWO Coat) to give an even shede including Attached Separetely

thoroughly brooming the surface to remove all dirt dust mortar drops and loose scales of

lime wash and other forign mettars

16 Providing and laying cement concrete 1:2:4 ( 1 cement 2 course sand 4 graded stone Attached Separetely

aggregate 20mm nominal size ) and curring completeexcluding cost of formwork in (A)

Foundation and plingth

Applicable Separate Road

Tender Specification booklet attached

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

Item No reference

Item No. Pg No.

17 Providing and laying cement concrete 1:4:8 ( 1 cement 4 course sand 8 graded stone Attached Separetely

aggregate 40mm nominal size ) and curring complete including cost of formwork in (A)

Foundation and plingth

18 Enganging Truck/dumper with carting road materials incl loading and unloding as and Attached Separetely

where directed by engineer in charge includind all cost of truck hire charges,

oillubricant fuel driver/operetoe etc complete.with labour /(min. 8 Hours Day)

19 Hiring of Tractore with trolly or tanker including driver hire charges of tractor,trolly / Attached Separetely

tanker fule and etc complete. /(min. 8 Hours Day)

20 Enganging J C B Machine (Hydraulic Excavator) for executions different type of road Attached Separetely

work as directed by engineer in charge includind all cost of JCB Machine hire charges,

oillubricant fuel driver/operetoe etc complete. (1 cum Bucket Capacity @60 cum per

21 Enganging Vibratory Roller 8-10 tonnes@100 cum per hour for road work as diredted Attached Separetely

by engineer in charge with hire charges, oillubricant fuel driver/operetoe etc complete.

22 Providing ISI Mark TMT bar Fe-415 reinforcement for RCC Work including bendinf, Attached Separetely

binding and placing in position complete as per detailed drawinngs.

23 Providing labours for piece work as directed Attached Separetely

24 Providing Stone gabion facia of reinforced soil wall/ gabions in gravity walls/ gabions in Attached Separetely

drains of size in the range 150:mm-250mm. Strong, hard, durable having good crushing

strength and preferably having good crushing strength and preferably having flat face

including supplying and installing mechanacally woven double twisted hexagonal

wiremesh,zinc plus pvc coated gabion box mesh oppening 10x12, wire dia 2.7/3.7 mm

selvedge wire dia 3.4 /4.4mm thermally bounded non woven geo textile Terran

beneath the gabion wall as a seperater including dressing and placing etc. comp. as per

direction of engg. incharge. (Size 1.0 x 1.0x1.0)

Deputy Executive Engineer Executive Engineer

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

Dabhoi Vadodara

Name Of Work :- C R / FDIR/PR/SR to Various Road ( General Item for Road work) of Karjan Taluka Dist : Vadodara (2026-27)

Taluka :Karjan 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 25 to 40 M.C.Metal 324.00 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

2 Kapchi 20 mm Nominal 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 Grit (6 mm) 32.00 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 Supplying of Quarryspall 0.00 Cum *Gradation,CBR One test per work

5 Supplying of Sand/ 0.00 Cum *Silt Content,F.M One test per work

6 Stonedust 49.00 Cum *Gradation One test per work

7 Sel;ected Soil for Embankment 0.00 Cum P.I ,CBR,MDB

8 Rubble 150.00 Cum *Density & Los Angeles abrasion As per IRC:SP:116-2018

9 Cement (OPC) 9.400 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.

13.2.Sch B CR General Work (25.0 lakh) (2026-27) Ta. Karjan.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

10 Steel (TMT) 0.33 M.T. *Tensile, (TMT) As per Manual of Quality Control

Yield 1 test/40 tonnes / per category

11 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.

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

Karjan Vadodara

13.2.Sch B CR General Work (25.0 lakh) (2026-27) Ta. Karjan.xls