CURRENT REPAIRS FOR ASPHALT WORKS IN R&B SUB DIVISION SIDDHPUR, DISTRICT PATAN N YEAR 2026-2027 (3RD TRY)

CR - YEAR : 2026- 2027 : CURRENT REPAIRS FOR ROAD WORKS IN - SIDDHPUR - TALUKO OF SUB

DIVISION , SIDDHPUR - DISTRICT : PATAN.

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Rate In

No. reference to book of specifications) In words

1 Providing, laying Bituminous spray grout one layer 37.50 1.00 MT 2437.13 Rupees Two

mm thick asphalt for tack coat 2.50 Kg/ 10 Sq.M. on BT Thousand Four

surface and asphalt grade VG-30 for grout at the rate of Hundred Thirty

15.00 Kg /10 Sq.M. for one layer and using M.C .Aggregate Seven and Paise

at 0.50 Cu.M. / 10 Sq.M for one layer and key aggregate at Thirteen Only

0.13 Cu.M. /10 Sq.M. and after spreading the stone

aggregate layer to be rolled by vibratory roller of 80 Kn to

100 Kn static weight etc complete including cost of stone

aggregate, asphalt and rolling etc complete.(RA)

2 Providing and laying 37.5mm thick bituminous spray grout 1.00 MT 3317.85 Rupees Three

base course using M.C stone B.Tstone. as per gradation and Thousand Three

asphalt VG-30 for mixing 1.99% of mix i.e 19.90/MT by Hundred

weight including heating the asphalt and aggregate by hot Seventeen and

mix hot laid process using drum mix plant beaching, Paise Eighty Five

spreading the same by paver finisher and consolidation Only

with vibratory roller including the cost of labour ,oil,

lubricants etc. using contractors own machineries and plant

including applying tack coat over WBM surface

3 Providing and laying 37.50 mm thick B.M. using M.C stone 1.00 MT 4031.92 Rupees Four

B.T. stone. as per M.O.R.T. & H. specification & asphalt for Thousand Thirty

tack coat at the rate of 2.5 Kg./10 Sqm. with mechanical One and Paise

sprayer & bitumen grade VG 30 for mixing at the rate of 34 Ninety Two Only

Kg./M.T. i.e. 3.40% of total weight of mix including heating

the aggregate and asphalt in continuous batching drum mix

plant and spreading the same by Manually and

consolidation with vibratory roller including paving all

materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using contractor's

own machinery drum mix plant & paver finisher etc.

complete. (R.A.)

4 Providing and applying Asphalt Painting on B.T. surface with 1.00 Sq.mt 71.15 Rupees Seventy

mechanical sprayer using bitumen VG-30 at the rate of 5.00 One and Paise

kg/10 smt and spreading stone dust on painting surface at Fifteen Only

the rate of 0.03 cum/10 sq mt and rolling with smooth

wheeled and pneumatic roller and brushing etc. complete.

5 Providing and laying 37.5mm thick bituminous spray grout 1.00 MT 4195.54 Rupees Four

base course using M.C stone B.Tstone. as per gradation and Thousand One

asphalt VG-30 for mixing 1.99% of mix i.e 19.90/MT by Hundred Ninety

weight including heating the asphalt and aggregate by hot Five and Paise

mix hot laid process using drum mix plant beaching, Fifty Four Only

spreading the same by paver finisher and consolidation

with vibratory roller including the cost of labour ,oil,

lubricants etc. using contractors own machineries and plant

including applying tack coat over WBM surface

4.0kg/10sqm. (R A)

6 Providing and laying premix seal coat using B.T.chips ( 6 to 1.00 MT 4631.86 Rupees Four

10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum. aggregate / Thousand Six

1 M.T. mix and asphalt grade VG-30 at the rate of 4.5% of Hundred Thirty

mix i.e. 45 Kg./MT including heating the asphalt and One and Paise

aggregate by continuous batching drum mix plant, Eighty Six Only

transporting the mixed material by tipper trcks and

spreading the same by Manually and consolidation by

vibratory roller of 80 to 100 KN static weight including

providing equipment, tools and plant, firewood lubricants,

kerosene, oil, labour charges using contractor's own

machineries drm mix palnt and paver finisher. (R A)

7 Providing and laying premix seal coat using B.T.chips ( 6 to 1.00 MT 4795.48 Rupees Four

10mm size ) 0.24 Cum./10 Sq.mt. i.e. 0.66 Cum. aggregate / Thousand Seven

1 M.T. mix and asphalt grade VG-30 at the rate of 4.5% of Hundred Ninety

mix i.e. 45 Kg./MT including heating the asphalt and Five and Paise

aggregate by continuous batching drum mix plant, Forty Eight Only

transporting the mixed material by tipper trcks and

spreading the same by paver finisher and consolidation by

vibratory roller of 80 to 100 KN static weight including

providing equipment, tools and plant, firewood lubricants,

kerosene, oil, labour charges using contractor's own

machineries drm mix palnt and paver finisher. (R A)

8 Road marking with hot applied thermoplastic paints with 1.00 Sq.Mt 367.72 Rupees Three

reflectorising glass beads on bitumin surface providing and Hundred Sixty

laying a hot applied thermoplastic compound 2.5 mm thick Seven and Paise

including reflectorising glass beads @ 250gms per sqm Seventy Two

area, thickness of 2.5mm is excluding of surface applied Only

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. ( 26161)

9 Supplying & Fixing CATS EYE (Stimsonite) made out from 1.00 Nos 375.72 Rupees Three

Acrylo butyle styrene high compression injection moulding Hundred

with reflector made of MMC(Prismatic type of size 12 cm x Seventy Five and

6 cm x 2.5cm) providing with bituminious adhesive 100gm Paise Seventy

with each unit for fixing. (High Intensity grade).(26163) Two Only

10 Providing hard side shoulder of 100 mm thick for 1.00 Cum 1104.94 Rupees One

embankment using quarry spall with all lead and lift and Thousand One

including watering and rolling and consolidation of sub Hundred Four

grade in layers at OMC to required dry density including and Paise Ninety

filling depression which occur during the process using Four Only

vibratory roller of 80 KN to 100 KN (selected quarry spall

having CBR value not less than

11 Providing and laying, spreading and compacting 150 mm 1.00 Cum 1974.55 Rupees One

thick graded stone aggregate to Wet Mix Macadam Thousand Nine

(W.M.M.) specification including premixing the material Hundred

with water at OMC in mechanical mix plant carriage of Seventy Four

mixed material by tipper to site, laying in uniform layers and Paise Fifty

with manual means Labour Finisher in sub-base /base Five Only

course on well prepared surface and compacting with

vibratory roller to achieve the desired density. (RA)

12 Provdining and laying W.B.M of B.T.M.C metal of size 45 1.00 Cum 2384.61 Rupees Two

mm to 90 mm size including 0.27 Cu.m. stone screening & Thousand Three

0.08 Cu.M. stone dust as filler including spreading, watering Hundred Eighty

& consolidation by vibratory roller 80KN to 100KN static Four and Paise

weight.100 mm thick compected. {As per R.A.} Sixty One Only

13 Provdining and laying W.B.M of B.T.M.C metal of size 45 1.00 Cum 2256.34 Rupees Two

mm to 63 mm size including 0.12 Cu.M. Stone Screeing & Thousand Two

0.08 Cu.M. stone dust as filler including spreading, watering Hundred Fifty

& consolidation by vibratory roller 80KN to 100KN static Six and Paise

weight. 75 mm thick compected each of two layer. {As per Thirty Four Only

14 Providing and laying rubble for appron (each stone 1.00 Cum 1000.78 Rupees One

weighting not less than 40Kg.) including and packing and Thousand and

filing in the interestices with quarry-spalls. (27015A) Paise Seventy

15 Village name Sign :-Providing and fixing sign boards made 1.00 Nos 6397.43 Rupees Six

out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand Three

composite Panel); size 90x60 cms. rectangular as per design Hundred Ninety

of IRC-67-2012. Pre treated with phospheting process & Seven and Paise

acid etching; coated with one coat of epoxy primer and two Forty Three Only

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;

3.3mtr 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 of 35 x 35 x 3mm; 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. (B) Class-B Type-4 Retro

Reflective sheeting

16 Distance Informatory / Destination Sign :-Providing and 1.00 Nos 18254.19 Rupees Eighteen

fixing sign boards made out of 2mm aluminium sheet / Thousand Two

4mm ACP (Aluminum composite Panel); size 180x120 cms. Hundred Fifty

rectangular as per design of IRC-67-2012. Pre treated with Four and Paise

phospheting process & acid etching; coated with one coat Nineteen Only

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; 4.0mtr (2 Nos.) 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

of 50 x 50 x 5mm; painted with bestquality 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 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 submitted by contractor. (B) Class-

B Type-4 Retro Reflective sheeting

17 Chevron Sign :Providing and fixing sign boards made out of 1.00 Nos 3711.75 Rupees Three

1.5mm aluminium sheet / 3mm ACP (Aluminum composite Thousand Seven

Panel); size 60x50cm rectangular as per design of IRC-67- Hundred Eleven

2012. Pre treated with phospheting process & acid etching; and Paise

coated with one coat of epoxy primer and two coats of best Seventy Five

quality epoxy paint ; reflectorised with High Intensity Only

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 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

submitted by contractor. (A) Class-B Type-4 Retro

Reflective sheeting

18 Hazard Marker Sign :-Providing and fixing sign boards made 1.00 Nos 3518.69 Rupees Three

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand Five

composite Panel); size 90x30 cms. rectangular as per design Hundred

of IRC-67-2012. Pre treated with phospheting process & Eighteen and

acid etching; coated with one coat of epoxy primer and two Paise Sixty Nine

coats of best quality epoxy paint ; reflectorised with High Only

Intensity Prismatic Grade retro refiectivesheeting of Type-4

as per ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr 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 of 35 x 35 x 3mm; painted with

bestquality 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 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

submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

19 Regulatory/Mandatory signs :-Providing and fixing sing 1.00 Nos 3540.12 Rupees Three

boards made out of 4mm ACP (Aluminium Composite Thousand Five

Panel); size 60 cms dia Circle as per design of IRC-67-2012. Hundred Forty

Pre treated with phospheting process & acid etching; and Paise

coated with one coat of epoxy primer and two coats of best Twelve Only

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per

ASTM D-4956 and latest MOST Specifications; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6 mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; 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 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 shall be

submitted by contractor. (A) Class-B Type-4 Retro

Reflective Sheeting

20 Charges for clearing Road site by removing by ganda baval 0.00 0 0.00 Rupees Zero

akadas, bordies etc. upto 3 mt On either sides from edge of and Paise Zero

B.T. surface including serooting by JCB machine &throwing Only

away all stuff branches etc. with all lead and lift with all

material,labour etc.comp.as directed.

20 dense forest BY MECHANICAL MEANS 1.00 Hact 34889.38 Rupees Thirty

Eighty Nine and

20 Thorny Jungle MECHANICAL MEANS 1.00 Hact 28455.10 Rupees Twenty

21 Supplying and fixing reinforced concrete heavy duty non- 0.00 0 0.00 Rupees Zero

pressure pipes with collars for culverts carrying heavy and Paise Zero

traffic as per IS 458-1991 specifications including setting Only

the pipes in C.M. 1:2 watering and laying (to level or slopes)

of class NP3 of following internal daimeters

21 (i) 300mm dia. (upto 10 ton) 1.00 Rmt 660.00 Rupees Six

21 (ii) 450mm dia. (upto 10 ton) 1.00 Rmt 1190.06 Rupees One

21 (iii) 600mm dia. (upto 10 ton) 1.00 Rmt 1968.38 Rupees One

Eight and Paise

Thirty Eight Only

21 (iv) 750mm dia. (upto 10 ton) 1.00 Rmt 2605.57 Rupees Two

and Paise Fifty

22 (v) 900mm dia. (upto 10 ton) 1.00 Rmt 3469.26 Rupees Three

Twenty Six Only

22 (vii) 1200mm dia. (upto 10 ton) 1.00 Rmt 5560.01 Rupees Five

22 Hire Charges for Dumper including Diesel, Driver andOil for 1.00 DAY 2129.08 Rupees Two

One Day…..ect, Completed (8 Hrs.) Thousand One

23 Flood gauge sign Providing and fixing sign board made out 1.00 nos 3535.00 Rupees Three

of 4mm aluminium composite sheet size 200 x 43 cms Thousand Five

rectangle as per design IRC -76-2012- 3.1 mtr long stand Hundred Thirty

posted frame fabricated from suitable size iron angle Five and Paise

quality epoxy paint refectories with retro reflective

engiineering grade sheeting as per latetest M.O.S.T

specification the fixing at site shall be in 1:2:4 C C block of

size 45 x45 x60 cms excavation curing etc comp B-high

intensity grade sheeting (MR)

24 Providing and erecting a "Thrie" W - metal beam crash 1.00 Rmt 5124.74 Rupees Five

barrier comprising of 3 mm thick corrugated sheet metal Thousand One

beam rail, 85 cm above road/ground level, fixed on ISMC Hundred Twenty

series channel vertical post, 150 x 75 x 5 mm spaced 2 m Four and Paise

centre to centre, 2 m high with 1.15 m below ground level. Seventy Four

The vertical post fixing at site shall be in M25 grade Cement Only

concrete of size 35 x 35 x 120 cms. for each post including

excavation curing etc. complete. All steel parts and

fitments to be galvanised by hot dip process, all fittings to

confirm 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, 550 mm long complete as per Morth

Specification clause 810 including butt welding to all nuts &

bolts & including 3 mm ACM type reflector 100 mm wide &

4.5 m long, type -4 class B High intensity Grade Sheeting as

per IRC 67:2012 etc. complete as per instruction of

Engineer In Charge. Also radium red/yellow colour strip of

size 100 x 300 mm shall be fixed on vertical front side of

post for better night visibility. The spacer,post, thrie beam

raill shall be Cold roll formed & galvanized with 550 gm/

25 Providing and fixing Pre-cast Rubber Dye/Steel dye inter 1.00 Sq.Mt 700.74 Rupees Seven

locking concrete block 60mm thick with grade of concrete Hundred and

M250 pneumatic compressed/Vibrated by mechanically Paise Seventy

pressed and as per approved design confirming to IS Four Only

15658:2006 including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level as per

guidelines of IRC: SP 63-2018 etc. complete.(14033)

26 Providing and fixing post and pipe railing as per detailed 1.00 Rmt 1210.98 Rupees One

drawing including 3 coats of painting to steel works Thousand Two

complete Hundred Ten

and Paise Ninety

Rupees One Lakh Fifty Nine Thousand Eight Hundred Sixty Six and Paise Seven Only

I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the es mated

rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R & B Division

Notes 1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

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

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

Note 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 there is a 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