MAINTENANCE AND REPAIRS TO ROADS (ASPHALT PATCH WORK) UNDER THE JURIDICTION OF R & B SUB DIVISION CHANASMA.

Name of work :- Maintenance and Repairs to Roads (Asphalt Patch

work) under the juridiction of R & B Sub Division

District : Patan

OFFICE OF THE EXECUTIVE ENGINEER

PANCHAYAT (R&B ) DIVISION

Name of work : Maintenance and repairs (Building and road work) under jurisdiction of R & B Sub Division Chanasma

Memorandum showing items works to be carried out :

CFY WZJFGF SFDGL AFATM NXF¶JTL IFNL

Item Quantities item of work Tendered Rates Unit Total amount

Item Quantities item of work Tendered Rates Unit Total amount

s estimated Qty SFDGL AFAT In Figure In words V[SD according to

may be more Rs. Ps estimated

or less quantities

AFAT V\NFHL HyYF VG];FZ

1 1.00 Providing and laying 37.50 mm thick open graded Bituminous 3982.48 Rupees Three Thousand MT

grouting with B.T. aggregate 0.66 Cum/10 Smt and using asphalt Nine Hundred EightyTwo

grade VG-30 for mixing at the rate of 1.99 % . ie 19.90 Kg / M.T. of Paise FourtyEight Only

total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on B.T.

surface including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting and spreading Manually and

consolidation with Kuba . including providing all materials,

equipments, tools and plant, oil, kerosene fire wood labour charge

etc comp. using contractors own machinaries , drum mix plant &

equipment etc .comp.

2 1.00 Providing and laying 37.50 mm thick open gradedBituminous 4179.43 Rupees Four Thousand MT

grouting withB.T. aggregate 0.66 Cum/10 Smt (0.50 Cum /10 Smt One Hundred

coarse aggregate & 13 Cum / 10 smt key aggregate )and using SeventyNine Paise

asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg / FourtyThree Only

M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on

B.T. surface including heating the asphalt and aggregate by

continuous batching drum mix plant, transporting and spreading

the same by paver finisher and consolidation with vibratory roller .

including providing all materials, equipments, tools and plant, oil,

kerosene fire wood labour charge etc comp. using contractors own

machinaries , drum mix plant & equipment and paver finisher etc

3 1.00 Providing and laying 37.50 mm thick open gradedBituminous 3706.75 Rupees Three Thousand MT

grouting withB.T. aggregate 0.66Cum/10 Smt (0.50 Cum /10 Smt Seven Hundred Six Paise

coarse aggregate & 13 Cum / 10 smt key aggregate )and using SeventyFive Only

asphalt grade 60/70 for mixing at the rate of 1.99 % . ie 19.90 Kg /

M.T. of total mix & bitumen for tack coat @ 4.00 Kg / 10 Smt. on

B.T. surface including heating the asphalt and aggregate by

continuous batching drum mix plant, . including providing all

materials, equipments, tools and plant, oil, kerosene fire wood

labour charge etc comp. using contractors own machinaries , drum

mix plant & equipment etc .comp. (At Plant site, transporting to

work site & spreading will pay seperetely.)

4 1.00 Providing and laying 37.50 mm thick compacted Bituminous 5065.64 Rupees Five Thousand MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per SixtyFive Paise SixtyFour

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Only

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)

including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting th mix material and

spreading the same Manually and consolidation with Kuba .

including cost of fuel ,hire charges, fire wood , kerosens, labour

charge etc & with contractors own machinaries , drum mix plant &

equipment etc .comp.

5 1.00 Providing and laying 37.50 mm thick compacted Bituminous 4789.90 Rupees Four Thousand MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Seven Hundred

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 EightyNine Paise Ninety

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix) Only

including heating the asphalt and aggregate by continuous

batching drum mix plant, . including cost of fuel ,hire charges, fire

wood , kerosens, labour charge etc & with contractors own

machinaries , drum mix plant & equipment and etc .comp.(At Plant

site, transporting to work site & spreading will pay seperetely.)

6 1.00 Providing and laying Asphalt painting on BT Surface with bitumen 66.84 Rupees SixtySix Paise Sq.mt

grade VG-30 at the rate of 5 kg per 10 Sq.M by mechanical sprayer EightyFour Only

and spreading the stone dust on prepared surface at the rate of

0.30 Cu.M. per 10 Sq.M etc complete and rolling with PTR roler

and brushing etc complete

7 1.00 Providing and laying 37.50 mm thick compacted Bituminous 5262.59 Rupees Five Thousand MT

Macadam using stone chips 0.66 Cum/ 1 M.T. mix as per Two Hundred SixtyTwo

gradation & using asphalt grade 60/70 for tack coat 2.50 Kg /10 Paise FiftyNine Only

smt on B.T. surface & for mixing 34 Kg / M.T.(i.e. 3.40 % of mix)

including heating the asphalt and aggregate by continuous

batching drum mix plant, transporting th mix material and

spreading the same by paver finisher and consolidation with

vibratory roller of 80 KN to 100 KN static weight . including cost of

fuel ,hire charges, fire wood , kerosens, labour charge etc & with

contractors own machinaries , drum mix plant & equipment and

paver finisher etc .comp.

8 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 5816.33 Rupees Five Thousand MT

Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for Eight Hundred Sixteen

mixing at the rate of 4.50 % weight of total mix including heating Paise ThirtyThree Only

the asphalt and aggregate by continuous batching drum mix plant

and transporting the mix material & spreading Manually and

consolidation with Kuba and flushing sand @ 0.30 Cum / 100 Smt

. including cost of fuel ,hire charges, fire wood , kerosens, labour

charge etc & with contractors own machinaries & drum mix plant

9 1.00 Providing and laying Bituminous Seal Coat using stone chips 0.24 5964.67 Rupees Five Thousand MT

Cmt / 10 Amt i.e. 0.66 Cmt aggregate and asphalt grade 60/70 for Nine Hundred SixtyFour

mixing at the rate of 4.50 % weight of total mix including heating Paise SixtySeven Only

the asphalt and aggregate by continuous batching drum mix plant

and transporting the mix material & spreading the same by paver

finisher and consolidation with vibratory roller of 80 KN to 100 KN

static weight and flushing sand @ 0.30 Cum / 100 Smt . including

cost of fuel ,hire charges, fire wood , kerosens, labour charge etc &

with contractors own machinaries & drum mix plant etc .comp.

10 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 6487.32 Rupees Six Thousand MT

as wearing course with specified graded machine crushed Four Hundred

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt EightySeven Paise

in drum mix plant transporting the mix material on tipper and laying ThirtyTwo Only

with paver finisher to the road level and rolling with vibratory roller

of 80 to 100 KN static weight including providing equipment tools

and plants, fire wood, lubricant, kerosine,oil, labour charges using

contractors own Machinaries drum mix plant and paver finisher (

11 1.00 Providing and laying mix seal surface 20mm thick on pre prepared 6290.37 Rupees Six Thousand CMT

as wearing course with specified graded machine crushed Two Hundred Ninety Paise

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt ThirtySeven Only

in drum mix plant transporting the mix material on tipper and laying

with Manually and consolidation with Kuba and flushing sand @

0.30 Cum / 100 Smt . including cost of fuel ,hire charges, fire wood

, kerosens, labour charge etc & with contractors own machinaries

& drum mix plant etc .comp. ( R.A.)

12 1.00 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 2651.53 Rupees Two Thousand CMT

mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone Six Hundred FiftyOne

dust as filler including spreading, watering & consolidation by Paise FiftyThree Only

vibratory roller 80KN to 100KN static weight. 75 mm thick

13 1.00 Providing laying spreading and compacting 150mm thick granular 2015.59 Rupees Two Thousand CMT

sub base (G.S.B.) with specified material MC BT Metal of size 75 Fifteen Paise FiftyNine

to 26.5mm 35%, 26.5mm to 4.75mm 45% and below 2.36mm Only

stone dust 20% mix (Grade-I) having C.B.R. not less than 30 incl.

mixing the material at OMC at site and spreading in uniform layer

base and compacting with power roller to achieve the desired

density incl. all materials, labour and machinery, lighting guarding,

bracketing and maintenance of diversion etc. complete as per

MORT&H clause 401.12.50 (R.A.)

14 1.00 Providing hard side shoulder of 100 mm thick for embankment 1480.01 Rupees One Thousand Cum

using quarry spall with all lead and lift and including watering and Four Hundred Eighty

rolling and consolidation of sub grade in layers at OMC to required Paise One Only

dry density including filling depression which occur during the

process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than

15 1.00 Providing and laying 100 mm avg. thick wet mix macadum 2526.44 Rupees Two Thousand Cum

(W.M.M.) GR-II using machine crushed black trap aggregate of 40 Five Hundred TwentySix

to 50 mm size in the material with water OMC in mechanically mix Paise FourtyFour Only

(pug mill) carriage of mix material by contractors own tipper to site

of work including laying, spreading and compacting in sub base,

base course on well prepared under base of compacting as per

MOST Specification to achieve the desired density (RA)

16 1.00 Supplying and stacking of hard morrum/sand/yellow earth/ binding 369.56 Rupees Three Hundred Cu.M.

materialapproved quality on road site including royalties & filling SixtyNine Paise FiftySix

measure boxes with all lead and lift etc. road work (R.A) Only

17 1.00 Spreading the binding material on road crust filling the gaps in 162.22 Rupees One Hundred Cu.M.

metal and leveling to camber and gradient as directed.(S.O.R. SixtyTwo Paise

P.No sr.no 26.23 IT-26020A) TwentyTwo Only

18 1.00 Supplying and stacking of machine crushed stone coarse 1384.47 Rupees One Thousand Cu.M.

aggregate chippings etc of hard stone of size 45mm to 63mm size Three Hundred EightyFour

free of disintegrated pieces,deleterious and orgenic matter Paise FourtySeven Only

including royalties & filling measure boxes with all lead and lift etc.

completed for road work

19 1.00 Spreading the stone aggregate for rolling and W.B.M. including 274.73 Rupees Two Hundred Cu.M.

filling the interstices to required camber and gradient (excluding SeventyFour Paise

spreading of Blindage)(ii) 40mm to 63mm size aggreagates SeventyThree Only

20 1.00 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 2909.85 Rupees Two Thousand Cu.M.

mm size including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone Nine Hundred Nine Paise

dust as filler including spreading, watering & consolidation by EightyFive Only

vibratory roller 80KN to 100KN static weight.100 mm thick

21 1.00 Box cutting the road surface to proper slope and camber for 114.44 Rupees One Hundred Cu.M.

making a base for road work including removing the excavated Fourteen Paise

stuff and depositing on the road side slope as directed upto FourtyFour Only

50Mt.lead. (SOR 2024-25 It Code 26008 )

22 1.00 Cautionary Warning Sign :-Providing and fixing sing boards made 3808.66 Rupees Three Thousand NO

out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral Eight Hundred Eight Paise

triangle as per design of IRC-67-1977. Pre treated with SixtySix Only

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

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

the supervision of engineer in charge.(A) Engineer Grade(VR)

23 1.00 Regulatory/Mandatory signs :Providing and fixing sing boards 3439.81 Rupees Three Thousand NO

made out of 2mm aluminium sheet; size 60cms. diameter circle as Four Hundred ThirtyNine

per the design of IRC-67-1977 pre treated with phospheting Paise EightyOne Only

process & acid eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised with retro

24 1.00 Direction sign (Junction board):-Providing and fixing sing boards 14831.71 Rupees Fourteen NO

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle Thousand Eight Hundred

as as per the design of IRC-67-1977 ThirtyOne Paise

pre treated with phospheting process & acid etching; coated with SeventyOne Only

one coat of epoxy primer and two coats of best quality epoxy paint;

25 1.00 Place ideatification sign :-Providing and fixing sing boards made 9390.66 Rupees Nine Thousand NO

out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as Three Hundred Ninety

per the design of IRC-67-1977 Paise SixtySix Only

pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint;

26 1.00 Village name/ Bump Ahed sign :-Providing and fixing sing boards 5045.36 Rupees Five Thousand NO

made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as FourtyFive Paise ThirtySix

as per the design of IRC-67-1977 Only

pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint;

27 1.00 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 326.23 Rupees Three Hundred NO

Raised Pavement Markers made of polycarbonate and ABS TwentySix Paise

moulded body and reflective panels with micro prismatic lens TwentyThree Only

capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs tested in

28 1.00 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Hundred SMT

reflectorising glass beads on bitumin surface providing and laying a SixtySeven Paise

hot applied thermoplastic compound 2.5 mm thick including SeventyTwo Only

reflectorising glass beads @ 250gms per sqm area, thickness of

2 5mm is excluding of surface applied glass beds as per IRC:35

29 1.00 Providing and fixing Hectometer as per I.R.C. type design including 356.50 Rupees Three Hundred NO

painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 FiftySix Paise Fifty Only

30 1.00 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 1293.39 Rupees One Thousand NO

including necessary reinforcement as per I.R.C. type design in C.C. Two Hundred NinetyThree

1:4:8 including letter and paints etc. complete (For N.H., S.H. and Paise ThirtyNine Only

31 1.00 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1935.15 Rupees One Thousand NO

including necessary reinforcement as per I.R.C. type design in C.C. Nine Hundred ThirtyFive

1:4:8 including painting,lettering etc. complete (For N.H., S.H. and Paise Fifteen Only

32 1.00 Metal Beam Crash Barrier Type A, "W": Metal Beam Crash Barrier 2815.88 Rupees Two Thousand Rmt

(Providing and erecting a "W" metal beam crash barrier comprising Eight Hundred Fifteen

of 3 mm thick corrugated sheet metal beam rail, 70 cm above Paise EightyEight Only

road/ground level, fixed on ISMC series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per

clause 810)National Highway SOR 2023-24 Ahm Item code 8.23A

33 1.00 Providing and laying Plastic Speed Breaker with yellow and black 2196.75 Rupees Two Thousand Rmt

colour material of approved quality and brand, size (350 mm x 250 One Hundred NinetySix

mm x 50 mm), including necessary base preparation,Fastening and Paise SeventyFive Only

all complete work as per instructions of the engineer.(MR)

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

I / We am / are willing to carry out the work at _______________________________________ % above / below percent (should be

written in figure and words) of the estimated mentioned above. Amount of my / our tender works out as under :

Estimated amount put to…................................... Estimated amount put to…...................................

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Road & Building (P) Sub Division Road & Building (P) Division