CR - YEAR : 2026- 2027 : CURRENT REPAIRS FOR ROAD WORKS IN - SIDDHPUR - TALUKO OF SUB DIVISION , SIDDHPUR - DISTRICT : PATAN.

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 Amount

No. reference to book of specifications) In words

1 Providing, laying Bituminous spray grout one layer 37.50 1.00 MT 2285.63 Rupees Two

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

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

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

at 0.50 Cu.M. / 10 Sq.M for one layer and key aggregate at Sixty Three 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 3098.68 Rupees Three

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

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

weight including heating the asphalt and aggregate by hot Sixty Eight Only

mix hot laid process using drum mix plant beaching,

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

3 Providing and laying 37.50 mm thick B.M. using M.C stone 1.00 MT 3710.74 Rupees Three

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

tack coat at the rate of 2.5 Kg./10 Sqm. with mechanical Hundred Ten

sprayer & bitumen grade VG 30 for mixing at the rate of 34 and Paise

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

the aggregate and asphalt in continuous batching drum mix Only

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 66.82 Rupees Sixty Six

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

kg/10 smt and spreading stone dust on painting surface at Two 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 3875.37 Rupees Three

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

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 Seventy Five and

mix hot laid process using drum mix plant beaching, Paise Thirty

spreading the same by paver finisher and consolidation Seven 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

4.0kg/10sqm. (R A)

6 Providing and laying premix seal coat using B.T.chips ( 6 to 1.00 MT 4242.00 Rupees Four

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

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

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

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 4405.62 Rupees Four

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

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

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

aggregate by continuous batching drum mix plant, Two 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 area, Seventy Two

thickness of 2.5mm is excluding of surface applied glass Only

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

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

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

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

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

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

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 traffic and Paise Zero

as per IS 458-1991 specifications including setting the pipes Only

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

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

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

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

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

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