Constuction of Kalyana to sanodarda Road, Ta.Siddhpur, pkg No.MMGSY/SCSP/PTN/42/2025-2026

MMGSY SCSP - PTN - ….... - 2025 - 2026, Construction of Kalyana To Sanodarda Road. In

Siddhpur Taluka, Dist-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 Clearing and grubbing road land including uprooting rank 0.14 Hec 28455.09 Rupees Twenty

vegetation grass bushes, shrubs, sapling and trees girth Eight Thousand

up to 300 mm removal of stumps of trees cut earlier and Four Hundred

disposal of unserviceable materials (C) By mechanical Fifty Five and

means in area of light jungle Paise Nine

2 Earthwork for embankment including breaking clods 415.00 Cum. 167.76 Rupees One

,dressing with all lead and lift and including watering Hundred Sixty

rolling and consolidation of subgrade in layers at O.M.C. Seven and

to required dry density including filling the depression Paise Seventy

which occur during the process using power roller 8T to Six Only

10T.(A) From Borrow pits within land width .

3 Providing laying spreading and compacting 150 mm 281.00 Cum. 1489.75 Rupees One

thick granular sub base (G.S.B.) with specified material Thousand Four

MC BT Metal of size 53 to 26.5mm 35%, 26.5mm to Hundred Eighty

4.75mm 45% and below 2.36mm stone dust 20% mix Nine and Paise

(Grade-I) having C.B.R. not less than 30 incl. mixing the Seventy Five

material at OMC at site and spreading in uniform layer Only

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

4 Demolition of brick work and stone masonary including 150.00 Cum. 589.70 Rupees Five

stacking of serviceable materials and disposal of Hundred Eighty

unserviceable materials with all lead and lift (ii) in Nine and Paise

cement mortar Seventy Only

5 Demolition and disposal of unserviceable materials with 357.00 Cum. 1133.89 Rupees One

all lead and lift.(ii) R.C.C. work. Thousand One

6 Excavation for foundation upto 1.5 m depth including 6402.00 Cmt 128.79 Rupees One

sorting out and stacking of useful material and disposing Hundred

off the excavated stuff upto 50 m lead(A) Loose or soft Twenty Eight

7 Providing and filling sand below R.C.C. Raft in Layers 57.00 Cmt 462.99 Rupees Four

including ramming and watering complete. . Hundred Sixty

8 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 527.00 Cmt 2749.12 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand

and curing complate in Foundation & Plinth. Seven Hundred

9 Providing & casting in situ ordinary cement concrete 648.00 Cmt 3723.54 Rupees Three

1:2:4 (1 cement : 2 Coarse sand : 4 machine crushed Thousand

stone aggregate 20mm nominal size) and providing Seven Hundred

necessary pin headers including shuttering, scaffolding, Twenty Three

laying, vibrating, curing and finishing complete without V- and Paise Fifty

Groves.(A) Height from 0.0 M. to 5.0 M Four Only

10 White washing with lime on wall surface (two coats) to 174.00 Sqm. 13.30 Rupees

give an even shade including thoroughly brooming the Thirteen and

surface to removed all dirt, dust mortar drops and other Paise Thirty

foreign matter. Only

11 Painting lines, deashes, arrows, letters etc on roads, Air 87.00 Sqm. 136.49 Rupees One

fields and like in two coats with road marking paint, Hundred Thirty

brushing including cleaning the surface of all dirt, dust Six and Paise

and other foreign matter. (i) Over 10cm in width Forty Nine Only

12 Providing & casting in situ ordinary cement concrete 797.00 Cmt 4093.59 Rupees Four

1:1.5:3 (1 cement : 1.5 Coarse sand : 3 machine crushed Thousand

stone aggregate 20mm nominal size) and providing Ninety Three

necessary pin headers including shuttering, scaffolding, and Paise Fifty

laying, vibrating, curing and finishing complete without V- Nine Only

Groves.(A) Height from 0.0 M. to 5.0 M. ( 27053AA) (for M

13 Providing diff.

and casting + (140*5.234)

in-situ controlled = 4053.05)

cement concrete 351.00 Cmt 5531.48 Rupees Five

M-20 for R.C.C. work in superstructure including Thousand Five

centering, ramming, vibrating, curing and finishing Hundred Thirty

complete. (A) T-Beam and Deck slab type of One and Paise

superstructure (i) Deck slab. Forty Eight

14 Providing and casting in situ ordinary cement concrete M- 37.00 Cmt 4565.60 Rupees Four

400 for average 100 mm thick wearing coat laid as Thousand Five

directed including tamping ,vibrating, finishing, curing Hundred Sixty

and filling in joints with bitumen complete. Five and Paise

15 Providing and fixing post and pipe railing as per 1110.00 Rmt 1210.98 Sixty Only

detailed drawing including 3 coats of painting to steel Thousand Two

works complete. Hundred Ten

16 Supplying and fixing reinforced concrete heavy duty non- 20.00 Rmt 3271.56 Rupees Three

pressure pipes with collars for culverts including setting Thousand Two

and joining the pipes in cm. 1:2 watering and laying (To Hundred

level of slops) of I.S. 498/2003 Class NP 3 casted by Seventy One

vertically vibrated technology of following internal and Paise Fifty

diameters. (v) 900 mm Dia Six Only

17 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 5516.63 Rupees Five

pressure pipes with collars for culverts including setting Thousand Five

and joining the pipes in cm. 1:2 watering and laying (To Hundred

level of slops) of I.S. 498/2003 Class NP 3 casted by Sixteen and

vertically vibrated technology of following internal Paise Sixty

diameters. (vii) 1200 mm Dia Three Only

18 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 2108.86 Rupees Two

pressure pipes with collars for culverts including setting Thousand One

and joining the pipes in C.M. 1:2 watering and laying (To Hundred Eight

level of slops of I.S. 458 / 2003 Class NP3 casted by and Paise

vertically vibrated technology of following internal Eighty Six Only

diameter. (iv) 600 mm dia.

19 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 1462.01 Rupees One

pressure pipes with collars for culverts carrying heavy Thousand Four

traffic as per IS 458-1991 specifications including setting Hundred Sixty

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

slopes) of class NP3 of following internal daimeters.(ii) One Only

20 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 1095.18 Rupees One

pressure pipes with collars for culverts including setting Thousand

and joining the pipes in C.M. 1:2 watering and laying (To Ninety Five and

level of slops of I.S. 458 / 2003 Class NP3 casted by Paise Eighteen

vertically vibrated technology of following internal Only

diameter. (iv) 300 mm dia.

21 Providing and laying in position FE 500D TMT bar 66.71 MT 73858.69 Rupees

reinforcement including cutting, bending, hooking and Seventy Three

tying complete as per detailed drawings for the Thousand Eight

following.(A) Piers (B) Abutments (C) R.C.C. Returns. Hundred Fifty

Eight and Paise

22 Providing PVC 100 mm diameter water spouts including 72.00 NO. 159.37 Rupees One

necessary iron grating as per drawings Hundred Fifty

23 Providing and laying - Filter Media 600mm thick directed 195.00 Smt 1298.38 Rupees One

at the back of abutments, returns and wing walls as per Thousand Two

detailed specifications. Hundred

24 Providing And Laying weep hole in Abutment and returns 207.00 No. 151.10 Rupees One

By using PVC pipe of 110 mm dia Including Laying in Hundred Fifty

proper grade and jointing the Completed as per Detiled One and Paise

Specification Ten Only

25 Providing & Casting in situ Ordinary Cement Concrete 281.00 Cmt 4955.57 Rupees Four

1:1.5:3 (1 cement : 1.5 Coarse sand : 3 machine crushed Thousand Nine

stone aggregate 20mm nominal size) for C.C. road Hundred Fifty

including including tamping ,vibrating, finishing and Five and Paise

curing complete.Finishing the cement concrete road by Fifty Seven

trimix process inclusive of labour charges for trimix Only

vacuum dewatering process on cement concrete road

by using vacuum dewatering pump, surface floater,

surface vibrator including channeling & making grooves

& rough finish to surface by providing expansion joints,

contraction joint & construction joints with fillings of

joints with asphalt filler as per direction by engineer

incharge & as per specification. (RA)

26 Construction of Diversion for Structure work with 300 60.00 Rmt 865.57 Rupees Eight

mm thick Earthwork of selected soil, 150 mm thick GSB Hundred Sixty

Natural Material and 150 mm WBM Compacted of BTMC Five and Paise

45-90 mm Metal including maintenance, filling Fifty Seven

undulation and watering throughout the construction Only

period etc. complete as per instruction of Engineer-in-

27 Providing and fixing Pre-cast Rubber Dye inter locking 500.00 Sqm. 700.74 Rupees Seven

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

300 pnumatic compressed by mechanically pressed and Paise Seventy

as per approved design CONFIRMING IS 15658 : 2006 Four Only

including 75 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.

28 Providing and fixing Pre-cast concrete kerb stone of gray 100.00 Rmt 374.92 Rupees Three

cement based concrete block 30cm length,30cm height Hundred

and 15cm thick of M250 grade concret as per approved Seventy Four

design and including excavation for fixing in proper line and Paise

and level,filling the joint with C:M 1:3 (1cement:3fine Ninety Two

sand) etc complete. Only

29 Cautionary Warning Sign / Give Way Sign :-Providing and 5.00 No 3906.19 Rupees Three

fixing sing boards made out of 4mm ACP (Aluminium Thousand Nine

Composite Panel); size 90 x 90 x 90 cms. equilateral Hundred Six

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

phospheting process & acid etching; coated with one Nineteen Only

coat of epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic Grade

retro refiective sheeting of Type-4 as per ASTM D-4956

and latest MORD Specifications; 3.1mtr long stand post

of Iron Angle 75 x 75 x 6 mm 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 High Intensity Grade Retro Reflective Sheeting

30 Distance Informatory / Destination Sign :-Providing and 2.00 No 18254.19 Rupees

fixing sign boards made out of 2mm aluminium sheet / Eighteen

4mm ACP (Aluminum composite Panel); size 180x120 Thousand Two

cms. rectangular as per design of IRC-67-2012. Pre Hundred Fifty

treated with phospheting process & acid etching; coated Four and Paise

with one coat of epoxy primer and two coats of best Nineteen Only

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

31 STOP Sign :-Providing and fixing sing boards made out of 4.00 No 6704.36 Rupees Six

4mm ACP (Aluminium Composite Panel); size 90 cms. Thousand

Octagonal as per design of IRC-67-2012. Pre treated with Seven Hundred

phospheting process & acid etching; coated with one Four and Paise

coat of epoxy primer and two coats of best quality epoxy Thirty Six Only

paint ; reflectorised with High Intensity Prismatic Grade

retro refiective sheeting of Type-4 as per ASTM D-4956

and latest MORD Specifications; 3.1mtr long stand post

of Iron Angle 75 x 75 x 6 mm 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 High Intensity Grade Retro Reflective Sheeting

32 Chevron Sign :-Providing and fixing sing boards made out 8.00 No 3711.75 Rupees Three

of 3mm ACP (Aluminium Composite Panel); size 60x45 Thousand

cm rectangular as per design of IRC-67-2012. Pre treated Seven Hundred

with phospheting process & acid etching; coated with Eleven and

one coat of epoxy primer and two coats of best quality Paise Seventy

epoxy paint ; reflectorised with High Intensity Prismatic Five Only

Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest MOST Specifications; 3.1mtr long stand

post of Iron Angle 75 x 75 x 6 mm 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 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 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 High Intensity

Grade Retro Reflective Sheeting

33 Hazard Marker Sign :-Providing and fixing sign boards 28.00 No 3518.69 Rupees Three

made out of 2.0 mm aluminium sheet / 4 mm ACP Thousand Five

(Aluminum composite Panel); size 90x30 cms. Hundred

rectangular as per design of IRC-67-2012. Pre treated Eighteen and

with phospheting process & acid etching; coated with Paise Sixty

one coat of epoxy primer and two coats of best quality Nine Only

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; 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

34 Regulatory/Mandatory signs :-Providing and fixing sing 4.00 No 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- Hundred Forty

2012. Pre treated with phospheting process & acid and Paise

etching; coated with one coat of epoxy primer and two Twelve Only

coats of best 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

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

35 Wall painting (three coats) with Plastic emulsion paint of 123.00 Sqm. 132.00 Rupees One

approved brands like Apex or equivalante and Hundred Thirty

manufacture on undecorated wall surfaces to give an Two and Paise

free from mortar droppings and other foreign matter and

sand papered smooth. ( Black & White Strip )

36 Providing TMT Bar FE 550D reinforcement for R.C.C. 28.48 MT 94990.50 Rupees Ninety

work including bending, binding and placing in position Four Thousand

complete upto floor two level. Nine Hundred

Rupees Two Crores Thirty One Lakhs Eight Thousand Nineteen and Paise Thirty Three Only

I/We am/are willing to carry out 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 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 tender.