DMF Year 2025-26 Zab Patal Main Road Joining To Nidhi Stone Quarry Tuked Road KM. 0/0 To 0/6 Ta,Mandvi Dist Surat

Name of work:-DMF Year 2025-26 Zab Patal Main Road Joining To Nidhi Stone Quarry Tuked Road KM. 0/0 To 0/6

Ta,Mandvi Dist Surat.

Bill Of Quantities (A)

Percentage Rate Tender

Item Description of Item Quantity Unit Rate in Amount

No. (with brief Specification and reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank 0.30 Hect 28455.90

vegetation grass bushes, shrubs, sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

2 Box cutting the road surface to proper slope and camber for 2022.75 Cum. 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

3 Supplying and fixing reinforced concrete heavy duty 15.00 rmt 1968.38

nonpressure pipes with collars for 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 NP3 casted by vertically

vibrated technology of following internal diameter. (i) 600 mm

4 Earthwork for embankment including breaking clods, dressing 299.38 Cum. 177.91

with all lead and lift and 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.(E) From Borrow area

within 3.0KM. lead

5 Construction of Granular Sub Base by providing coarse graded 783.00 Cum. 703.59

machine crushed B. T. material satisfying MOST Specification

of Grading - I using 53 mm to 26.5 mm @ 30% (M.C. Metal),

26.5 mm to 4.75 mm @ 60% (M.C.Metal), 2.36 mm below @

10% (Stone Dust) including spreading in uniform layer with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density with C.B.R. > 30% etc.

6 Supplying Stacking and Spreading the Hard Murrum including 54.00 Cum. 348.15

rolling and watering etc. Complete.

7 Construction of granular sub-base by providing coarse graded 304.00 Cum. 690.93

material grading-II, satisfying MOST Specification of Grading -

II using 26.5 mm to 4.75 mm @ 75% (M.C.Metal), 2.36 mm

below @ 25% (Stone Dust) , spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per clause

8 Construction of dry lean cement concrete Sub- base over a 237.00 Cum. 1856.57

prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, 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, cement content not to be

less than 150 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete strength

not to be less than 10 Mpa at 7 days, laid with a paver

compacting with 8-10 tonnes vibratory roller, finishing and

9 Construction of un-reinforced, dowel jointed at expansion and 562.50 Cum. 6035.90

construction joint only, plain cement concrete pavement,

thickness as per design, over a prepared sub base, with

grade cement or any other type as per Clause 1501.2.2 M30

(Grade), coarse and fine aggregates conforming to IS:383,

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed

and plate vibrators and finished in continuous operation

including provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel bars,

near approaches to bridge/culvert and construction joints,

admixtures as approved, curing of concrete slabs for 14-days,

using curing compound (where specified) and water finishing

to lines and grade as per drawing and Technical Specification

10 Providing and fixing ordinary Kilometer stone of precast C.C. 2.00 Nos. 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D.R and V.R.)

11 Providing and fixing Hectometer as per I.R.C. type design 5.00 Nos. 356.50

including painting, lettering etc. complete.(ii) Fixing in C.C.

12 Informatory Signs :-Providing and fixing sing boards made out 1.00 Nos. 3856.90

of 2mm aluminium 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)..

13 Village name/ Bump Ahed sign :-Providing and fixing sing 1.00 Nos. 5045.36

boards made out of 2mm 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)..

14 Direction sign (Junction board):-Providing and fixing sing 1.00 Nos. 14831.71

boards made out of 2mm 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 x5mm 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)...

15 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 8.00 Nos. 217.40

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro prismatic

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 20mm, 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 strength of

detachment of the integrated cylindrical shanks, (of diameter

not less than 19 +/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-

16 Cautionary Warning Sign :-Providing and fixing sing boards 4.00 Nos. 3808.66

made out of 2mm 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 x35 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 Grade(VR)

17 Chevron sign :-Providing and fixing sign boards made out of 4.00 Nos. 3989.50

1.5mm aluminium sheet / 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 x75 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 60 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

18 Regulatory/Mandatory signs :Providing and fixing sing 2.00 Nos. 3439.81

boardsmade out of 2mm aluminium sheet; size 60cms. diameter

circle asper 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

3mm75x75x6mm 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

19 STOP SIGN:-Providing and fixing sing boards made out of 1.00 Nos. 4676.00

2mm aluminium sheet; size 90 x 90cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process &

acid teching; 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 tec. complete under the supervision of

engineer incharge.(A) Engineer Grade(VR).

Rs.Fourty Nine Lack Ninty Nine Thousand One and Paise Fourty Seven Only.

Deputy Executive Engineer

Panchayat (R&B) Sub-Division

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written in

figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put To Tender Rs…..4999001.47 Put To Tender Rs…..4999001.47

Deduct ……. % below Rs……………………..…. Add ……. % Above Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In – Charge for

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.: PRC-10/2017 Cement

5 An amount of Rs. 0 ( Rs.Fourty Nine Lack Ninty Nine Thousand One and Paise Fourty Seven Only.) towards estimated salvage

Signature of the contractor Executive Engineer

કોન્ટ્રાકટરની સહી Panchayat (R&B) Division