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

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

Memorandum showing items works to be carried out :

CFY WZJFGF SFDGL AFATM NXF¶JTL IFNL

Items Quantities item of work Tendered Rates Unit Total amount

Items Quantities item of work Tendered Rates Unit Total amount

No. estimated Qty SFDGL AFAT In Figure In words V[SD according to

AFAT may be more estimated

or less quantities

G\AZ 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 Eighty Two

grade VG-30 for mixing at the rate of 1.99 % . ie 19.90 Kg / M.T. of And Paise Forty Eight 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 Seventy

coarse aggregate & 13 Cum / 10 smt key aggregate )and using Nine And Paise Forty

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

coarse aggregate & 13 Cum / 10 smt key aggregate )and using Paise Seventy Five 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 gradation Sixty Five And Paise Sixty

& using asphalt grade 60/70 for tack coat 2.50 Kg /10 smt on B.T. Four Only

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 gradation Seven Hundred Eighty

& using asphalt grade 60/70 for tack coat 2.50 Kg /10 smt on B.T. Nine And Paise Ninety

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

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 Sixty Six And Sq.mt

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

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

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 gradation Two Hundred Sixty Two

& using asphalt grade 60/70 for tack coat 2.50 Kg /10 smt on B.T. And Paise Fifty Nine Only

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

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 And

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

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 Sixty Four

mixing at the rate of 4.50 % weight of total mix including heating the And Paise Sixty Seven

asphalt and aggregate by continuous batching drum mix plant and Only

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 Eighty

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in Seven And Paise Thirty

drum mix plant transporting the mix material on tipper and laying Two 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 Two CMT

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

aggregate pre mixed with bitumen binder of 51 kg/mt of Ashphalt in Thirty Seven Only

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 Six CMT

mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone Hundred Fifty One And

dust as filler including spreading, watering & consolidation by Paise Fifty Three 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 to Fifteen And Paise Fifty

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

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

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

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

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

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 Twenty Six

to 50 mm size in the material with water OMC in mechanically mix And Paise Forty Four 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 Sixty Nine And Paise Fifty

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

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

and leveling to camber and gradient as directed.(S.O.R. P.No sr.no Sixty Two And Paise

26.23 IT-26020A) Twenty Two Only

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

chippings etc of hard stone of size 45mm to 63mm size free of Three Hundred Eighty

disintegrated pieces,deleterious and orgenic matter including Four And Paise Forty

royalties & filling measure boxes with all lead and lift etc. completed Seven Only

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 Seventy Four And Paise

spreading of Blindage)(ii) 40mm to 63mm size aggreagates Seventy Three 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 And

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

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

21 1.00 {As per

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

a base for road work including removing the excavated stuff and Fourteen And Paise Forty

depositing on the road side slope as directed upto 50Mt.lead. (SOR Four Only

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 And

triangle as per design of IRC-67-1977. Pre treated with phospheting Paise Sixty Six Only

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.(A) Engineer Grade(VR)

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

out of 2mm aluminium sheet; size 60cms. diameter circle as per the Four Hundred Thirty Nine

design of IRC-67-1977 pre treated with phospheting process & acid And Paise Eighty One Only

eteching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective sheeting

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 as Thousand Eight Hundred

as per the design of IRC-67-1977 Thirty One And Paise

pre treated with phospheting process & acid etching; coated with Seventy One Only

25 1.00 one coat of epoxy primer and two coats of best quality epoxy paint;

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

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

design of IRC-67-1977 Paise Sixty Six Only

pre treated with phospheting process & acid etching; coated with

26 1.00 one coat

Village of epoxy

name/ Bump primer

signtwo coats of best

:-Providing qualitysing

and fixing epoxy paint;

boards 5045.36 Rupees Five Thousand NO

made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as Forty Five And Paise Thirty

as per the design of IRC-67-1977 Six Only

pre treated with phospheting process & acid etching; coated with

27 1.00 one Eye

Cat coat/of epoxy

Stud andSupplying

/ RPM: two coatsofofMolded

Twinepoxy paint;

Shanks 326.23 Rupees Three Hundred NO

Raised Pavement Markers made of polycarbonate and ABS Twenty Six And Paise

moulded body and reflective panels with micro prismatic lens Twenty Three Only

capable of providing total internal reflection of the light entering the

28 1.00 lens face

marking support

with hot a load

applied of 13635 kgs.

thermoplastic tested

paints within 367.72 Rupees Three Hundred SMT

reflectorising glass beads on bitumin surface providing and laying a Sixty Seven And Paise

hot applied thermoplastic compound 2.5 mm thick including Seventy Two Only

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

29 1.00 2.5mm is excluding

Providing and fixing of surface applied

Hectometer as perglass

typeas per IRC:35-

design including 356.50 Rupees Three Hundred NO

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

It.No.26044B 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 Ninety Three

1:4:8 including letter and paints etc. complete (For N.H., S.H. and And Paise Thirty Nine 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 Thirty Five

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

of 3 mm thick corrugated sheet metal beam rail, 70 cm above Paise Eighty Eight 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 Ninety Six

mm x 50 mm), including necessary base preparation,Fastening and And Paise Seventy Five

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

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