Mukhyamantri Adimjuth Sarvangi Utkarsh Scheme 2023-24 Const. of Various Roads in Songadh Taluka Total 3 road 2.450 km. [1] Mota Amlapada Village Chora faliya to Kathud faliya toward road km 0/0 to 0/600 [2] Mota Amlapada Village Dungari faliya to Sarpanch faliya toward road km 0/0 to 1/200 [3] Limbi village Navi Delhi faliya toward road Sec-I 0/0 to 0/600, Sec-II 00/0 to 0/400 Ta.Songadh.

Name of Work:- ુ યમં ી આ દમ ૂ થ સવાગી ઉ કષ યોજના 2023-24. Const. of Various Roads in Songadh Taluka Total

road 2.450 km. [1] Const.of Mota Amlapada Village Chora faliya to Kathud faliya toward road km 0/0 to 0/600

Ta.Songadh Dist.Tapi. [2] Construction of Mota Amlapada Village Dungari faliya to Sarpanch faliya toward road km

0/0 to 1/200 Ta.Songadh Dist.Tapi. [3] Construction of Limbi village Navi Delhi faliya toward road Sec-I 0/0 to 0/600,

Sec-II 00/0 to 0/400 Ta.Songadh Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank 0.74 Hect 28455.09

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 light jungle.

2 Earthwork in cuting in all sorts of soil and soft murrum 1543.50 Cum. 130.94

including conveying and spreading the stuff, embankment

as and where directed within 200meters from the end of the

cutting with all required lead and lift.

3 Earth work for embankment including breaking clods 3710.57 Cum. 173.67

dressing with all lead & lifts and including watering rolling

and consolidation of sub grade in layers of O.M.C. to

required dry density including filling in depressions which

occure during the process using vibratory roller 80 to

KN (E) From borrow area within 3.00 Km Lead Having

C.B.R. More than 5.00%

4 Scarifying gravelled macadam or bitumen macadam 7350.00 Sqmt 61.72

surface 6 cm to 10 cm.depth including stacking useful

materials on road side and disposing off remaining stuff

5 Consructing of granular sub-base Gr-II by providing course 441.00 Cum. 993.88

graded B.T. machine crushed material satisfying MOST

specification of grading II 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 etc. complete.

6 Providing and laying of Wet Mix Macadam base course as 1179.00 Cum. 1143.41

per MORTH specification using machine crushed B.T.

chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with

paver/mechanical means and consolidation each layer with

vibratory roller to aschieve the desired density including

cost of material labour plant and equipment etc. complete.

7 Providing and applying primer coat with Bitumen emulsion 7861.00 Sqmt 41.53

(SS-I) on prepared surface of granular base including

cleaning of road surface and spraying primer at the rate of

7.50 kg/ 10sqmt using mechanical means as per Technical

Specification Clause 502. (Hincol made only ) (ii)

Medium porosity

8 Providing & laying bituminious base course 37.5 mm thick 591.00 MT 2299.45

compacted in single layer asphalt VG-30 grade at 1.99 %

by weight of mix for mixing and asphalt VG-30 for tack

coat @ 2.5 kg/10 smt using B.T. chips of required

gradation including cleaning and heating asphalt, premix

material by drum mix process in proper gradation and

laying with paver finisher including rolling and

consolidation with 8-10 tonne vibratory roller and

providing all material equipment, tools, and plants, fire

wood, oil, kerosene labour charges etc. complete using

contractor's own machinaries, drum mix plant and paver

finisher etc. complete.

9 Providing, laying 50mm thick compacted Bituminous 867.00 MT 2861.67

Macadam considering 0.66 cmt./10Smt. Stone chips for

one M.ton as per specification,VG-30 using the asphalt at

rate 34.00 Kg/M.ton (i.e. 3.40% by weight of total mix) for

mixing and VG-30 for tack coat at rate 2.5 Kg/ 10sq.mt.

including heating and mixing the asphalt and stone

aggregates by continuous batching of drum mix plant and

transporting and spreading the same by paver finisher and

consoli-dation with vibratory roller with necessary

equipments oil, kerosene,fire wood labour charges etc

comp.with contractor's own machineries and equipment

tools etc. complete in accordance with the requirem

10 Providing & laying 25mm thick compacted Semi Dense 454.00 MT 3443.36

Bituminous concrete (SDBC) using crushed stone

aggregate as per MORT & H gradation and bitumen VG-

30 at the rate of 5.00% ( i.e. 50 Kg/MT) by weight of total

mix using hot mix hot laid process including heating the

asphalt and aggregate by continuous batching mixing by

drum mix plant and transporting the mix and spreading the

same by paver finisher & consolidation with power road

roller including providing & laying uniform tack coat

including the cost and using all necessary equipments tools,

plants, including cost of all materials firewood, oil,

lubricants, labour charges etc. complete.

11 Providing and laying asphalt painting on B.T. surface with 7861.00 Sqmt 32.81

bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of bitumen

including spreading stone dust for painting surface at rate

12 Providing and fixing ordinary Kilometer stone of precast 7.00 Nos. 1293.39

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

type design in C.C. 1:4:8 including letter and paints etc.

complete (For N.H., S.H. and M.D.R.)

13 Providing and fixing Hectometer stone as per I.R.C. type 11.00 Nos. 356.50

design including lettering and painting etc. complete. (ii)

Fixing in C.C. 1:5:10

14 Village name/ Bump Ahed sign :-Providing and fixing sing 14.00 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..

15 Direction sign (Junction board):-Providing and fixing sing 12.00 Nos. 14831.71

boards made out of 2mm aluminium sheet; size 120 x

cms. 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.

16 Informatory Signs :-Providing and fixing sing boards made 4.00 Nos. 3856.90

out of 2mm aluminium sheet; size 80 x 60cms. rectangle as

per the design of IRC-67-1977 pre treatedwith 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)..

17 Road marking with hot applied thermoplastic paints with 574.00 Sqmt 367.72

reflectorising glass beads on 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 beds 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

color marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 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 be two years.

18 Supplying and fixing cat eye (Stimsonite) made out from 384.00 Nos. 375.72

Acrilo beautile sterine injuction high compressed molding

with reflector made of MMC (prismatic type of size 12cm

x 6cm x 2.5cm) provided with bituminousadhesive 100g.

with each unit for fixing. (High Intensity grade)

19 Chevron sign :-Providing and fixing sign boards made out 24.00 Nos. 3711.75

of 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 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

20 Cautionary Warning Sign :-Providing and fixing sing 28.00 Nos. 3808.66

boards 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 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.(B) Engineering

21 Regulatory/Mandatory signs :Providing and fixing sing 18.00 Nos. 3439.81

boards made out of 2mm 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)...

22 STOP SIGN:-Providing and fixing sing boards made out of 3.00 Nos. 4676.06

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 in

charge.(A) Engineer Grade(VR)

23 Supplying and fixing reinforced concrete heavy duty 106.00 rmt 1968.38

nonpressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to level

or slopes) of class NP3 of following internal daimeters.(iii)

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures and

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

*Estimated amount put to tender *Estimated amount put to tender

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

*( please strike out whichever is not applicable)

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

Charge for which no extra payment shall bemade.

2 The labourcess 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 Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items where the reisa change as per

actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division