OWR - KISANPATH YOJANA 2025 -2026 PKG. NO. - 8, RESURFACING OF VARIOUS ROAD IN , IN LUNAVADA TALUKA, DISTMAHISAGAR.

OWR - Kisanpath Yojana 2025 - 2026 Pkg. No. - 8, Resurfacing of Various Road In , In Lunavada

Taluka, Dist-Mahisagar.

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 3.52 Hec 28455.08 Rupees Twenty

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

girth up to 300 mm removal of stumps of trees cut Four Hundred

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

mechanical means in area of light jungle Paise Eight Only

2 Earthwork in cuting in all sorts of soil and soft murrum 5726.00 Cum. 134.13 Rupees One

including conveying and spreading the stuff, Hundred Thirty

embankment as and where directed within 200meters Four and Paise

from the end of the cutting with all required lead and lift. Thirteen Only

3 Earthwork in cutting including preparing the slope and 314.00 Cum. 317.35 Rupees Three

camber andstacking or utilising the cutting stuff in bank Hundred

as directed upto 200 Meters from the end of cutting with Seventeen and

all lead and lift.(ii) Soft rock not requiring blasting. Paise Thirty Five

4 Earthwork in cutting including preparing the slope and 314.00 Cum. 673.13 Rupees Six

camber andstacking or utilising the cutting stuff in bank Hundred Seventy

as directed upto 200 Meters from the end of cutting with Three and Paise

5 all lead andfor

Earthwork lift.(iii) Hard rockwith selected earth CBR not

embankment 5977.00 Cum. 192.23 Thirteen Only

less than 6 including breaking clods, dressing with all Hundred Ninety

lead and lift (including watering and consolidation) (B) Two and Paise

From Borrow area with all lead and lift. Twenty Three

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 3308.00 Cum. 2049.29 Rupees Two

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

&0.08 Cu.M. stonedust as filler including spreading, Nine and Paise

watering &consolidation by vibratory roller 80 KN to 100 Twenty Nine

KN static weight. 75mm thick compected each of two Only

7 Providing and laying 37.5mm thick bituminous grout 2045.00 MT 2520.62 Rupees Two

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

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

by weight including heating the asphalt and aggregate and Paise Sixty

by hot mix hot laid process using drum mix plant Two Only

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 4.0kg/10sqm.

8 Providing and laying 25mm thick compacted open 1487.00 MT 3120.74 Rupees Three

graded premixed carprt using machine crushed Thousand One

stoneaggregate and binder VG-30 grade bitumem at the Hundred Twenty

rate of 3.36% by weight of total wt of mix (i.e. 33.60 and Paise

kg/M.T.)for binding . with mechanical sprayer including Seventy Four

heating the asphalt and aggregate by continuous Only

batching mixing by drum mix plant and tranporting the

mix and laying the same by paver finisher to required

level and grade and rolling with vibratory roller 80 to

KN static weight using all necessory equipment tools

and plant including cost of all material firewood oil

lubricant labour charges etc.

9 Providing and laying premix seal coat using B.T.chips ( 6 1050.00 MT 3403.58 Rupees Three

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

aggregate / 1 M.T. mix and asphalt grade VG-30 at the Hundred Three

rate of 4.5% of mix i.e. 45 Kg./MT including heating the and Paise Fifty

asphalt and aggregate by continuous batching drum mix Eight Only

plant, 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

10 Providing and laying Compacted of Specified murrum in 820.00 Cum. 488.84 Rupees Four

side shoulder including carraige of material and Hundred Eighty

spreading on prepared base including compacting as Eight and Paise

per MOST Specification etc... complete. (RA) Eighty Four Only

11 Scarifying graveled macadam or bitumen macadam 11738.00 Sqm. 41.60 Rupees Forty

surface 6 cms. to 10 cms. depth i.c. stacking useful One and Paise

materials on road side and disposing of remaining stuff. Sixty Only

12 Demolition and disposal of unserviceable materials with 243.00 Cum. 1081.97 Rupees One

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

13 Dismentaling the existing structure including removing 82.20 Cum. 409.22 Rupees Four

and stacking the dismentelled materials as and where Hundred Nine

directed. (A) Rubble masonary. and Paise

Twenty Two Only

14 Excavation for foundation upto 1.5 m depth including 491.00 Cmt 198.77 Rupees One

sorting out and stacking of useful material and disposing Hundred Ninety

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

soil Seventy Seven

15 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 161.00 Cmt 2923.55 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand Nine

and curing complate in Foundation & Plinth. Hundred Twenty

Three and Paise

Fifty Five Only

16 Providing & casting in situ ordinary cement concrete 618.00 Cmt 3917.21 Rupees Three

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

stone aggregate 20mm nominal size) and providing Hundred

necessary pin headers including shuttering, scaffolding, Seventeen and

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

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

17 Brick work using common burnt clay building bricks 11.40 Cmt 4214.33 Rupees Four

having crushing strength not less than 35Kg./Sq.Cm. for Thousand Two

superstructure in cement mortar 1:6 (1 cement 6 fine Hundred

sand) including curing etc. complete. Fourteen and

18 Providing 15mm thick cement plaster in single 467.00 Sqm. 175.39 Rupees One

coat(mala plaster) on rough or fair side of single or half Hundred Seventy

brick wall for interior plastering finished even and Five and Paise

smooth in cement mortar 1:4(1 cement 4 sand) Thirty Nine Only

watering, curing etc. complete.

19 White washing with lime on wall surface (two coats) to 163.00 Sqm. 12.70 Rupees Twelve

give an even shade including thoroughly brooming the and Paise

surface to removed all dirt, dust mortar drops and other Seventy Only

foreign matter.

20 Painting lines, deashes, arrows, letters etc on roads, Air 81.00 Sqm. 129.29 Rupees One

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

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

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

21 Supplying and fixing reinforced concrete heavy duty non- 45.00 Rmt 3904.48 Rupees Three

pressure pipes with collars for culverts including setting Thousand Nine

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

level of slops of I.S. 458 / 1971 Class NP4 casted by and Paise Forty

vertically vibrated technology of following internal Eight Only

diameter. 900mm dia.

22 Supplying and fixing reinforced concrete heavy duty non- 15.00 Rmt 6621.26 Rupees Six

pressure pipes with collars for culverts including setting Thousand Six

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

level of slops of I.S. 458 / 1971 Class NP4 casted by One and Paise

vertically vibrated technology of following internal Twenty Six Only

diameter. 1200mm dia.

23 Supplying and fixing reinforced concrete heavy duty non- 75.00 Rmt 1053.39 Rupees One

pressure pipes with collars for culverts including setting Thousand Fifty

and joining the pipes in C.M. 1:2 watering and laying (To Three and Paise

level of slops of I.S. 458 / 1971 Class NP4 casted by Thirty Nine Only

vertically vibrated technology of following internal

diameter. (i) 300 mm dia.

24 Providing and laying in position FE 550D TMT bar 4.14 MT 73858.69 Rupees Seventy

reinforcement including cutting, bending, hooking and Three Thousand

tying complete as per detailed drawings for the Eight Hundred

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

Paise Sixty Nine

25 Providing and laying - Filter Media 600mm thick 340.00 Smt 1239.35 Rupees One

directed at the back of abutments, returns and wing Thousand Two

walls as per detailed specifications. Hundred Thirty

Thirty Five Only

26 Providing & laying weep hole in Aburtments, and returns 227.00 No. 151.10 Rupees One

by using PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including Hundred Fifty

laying in proper grade and jointing the completed as per One and Paise

detailed specification. Ten Only

27 Providing & Casting in situ Ordinary Cement Concrete 133.00 Cmt 5338.15 Rupees Five

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

crushed stone aggregate 20mm nominal size) for C.C. Hundred Thirty

road including including tamping ,vibrating, finishing Eight and Paise

and curing complete.Finishing the cement concrete Fifteen Only

road by trimix process inclusive of labour charges for

trimix 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.

28 Construction of Diversion for Structure work with 300 100.00 Rmt 1146.35 Rupees One

mm thick Earthwork of selected soil, 150 mm thick GSB Thousand One

Natural Material and 150 mm WBM Compacted of BTMC Hundred Forty

45-90 mm Metal including maintenance, filling Six and Paise

undulation and watering Thirty Five Only

29 Providing and maintaining a road diversion for traffic 2.00 Rmt 2020.00 Rupees Two

during the work in progress till completion of work Thousand

including providing red lamps and necessary sign Twenty and

30 Providing and fixing guard stone as per I.R.C. type 226.00 No 350.80 Rupees Three

design including white washing etc. complete.(ii) Fixing Hundred Fifty

in C.C. 1:5:10 and Paise Eighty

31 Providing and fixing Indicator stone of RCC Type Design 50.00 No 487.92 Rupees Four

as per I.R.C. type design including white washing etc. Hundred Eighty

complete. (I) Fixing in CC 1:5:10 Seven and Paise

Ninety Two Only

32 Providing and fixing Hectometer as per I.R.C. type 51.00 No 356.50 Rupees Three

design including painting, lettering etc. complete.(i) Hundred Fifty Six

Fixing in CC 1:5:10 and Paise Fifty

33 Providing and fixing Ordinary Kilometer Stone of precast 9.00 No 704.33 Rupees Seven

C.C. 1:2:4 including necessary reinforcement as per Hundred Four

I.R.C. type design in C.C. 1:4:8 including and Paise Thirty

painting,lettering etc. complete (For O.D. road V.R.) Three Only

34 Providing and fixing 5th Kilometer Stone of precast C.C. 2.00 No 1935.15 Rupees One

1:2:4 including necessary reinforcement as per I.R.C. Thousand Nine

type design in C.C. 1:4:8 including painting,lettering Hundred Thirty

etc. complete. Five and Paise

35 Citizen's Information Board - Providing and fixing of 2.00 No 10003.02 Rupees Ten

typical Project information board as per instruction. Two Thousand Three

ACP Sheets of 3 mm thick, of 900 mm x 750 mm size and Paise Two

fixed at top & bottom duly rivetted with MS angles of 25 x Only

25 x 5 mm thick M.S. angles shall be welded by two

vertical M.S. angle shall be welded by two vertical M.S.

angle of 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete

M-15 grade blocks of 60 x 60 x 75 Cm, below ground

level. The letters & figure of any shade reflectorised with

High Inensity Prismatic Grade Retro Reflective Sheeting

of Type-4 as per ASTM D-4956 and latest MORTH

specifications; All section of framed posts and steel

tube will be painted with primer and two coats of epoxy

paints as per drawing Clause 1701 and Annexure

(10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting.

36 Providing and fixing Logo Board of Project diamond size 2.00 No 2393.70 Rupees Two

(600 x 600mm) 16 gauge & board plate size (900 x 250 Thousand Three

mm) 16 guage thick M.S. Plate and 2.40 meter deep Hundred Ninety

length single angle 75 x 75 x 6 mm size including fitting Three and Paise

in CC Block CC 1:2:4, 30 x 30 x 85 Cm including Seventy Only

necessary excavation, painting, lettering with luminious

colour as per drawing etc.

37 Cautionary Warning Sign / Give Way Sign :-Providing and 30.00 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 and

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

phospheting process & acid etching; coated with one 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

38 Distance Informatory / Destination Sign :-Providing and 7.00 No 18254.19 Rupees Eighteen

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

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

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

treated with phospheting process & acid etching; coated Nineteen Only

with one coat 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.

39 STOP Sign :-Providing and fixing sing boards made out of 12.00 No 6704.36 Rupees Six

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

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

with phospheting process & acid etching; coated with and Paise Thirty

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

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

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

40 Providing and Fixing Village Name sing board having 12.00 No 6397.43 Rupees Six

both side covered with 4mm ACP Sheet size 90x60 cms Thousand Three

rectangular with message as per the design, pretreated Hundred Ninety

with phospheting process & acid etching with one coat Seven and Paise

of epoxy primer and two coats of best quality epoxy Forty Three Only

paint, reflectorised with High Intensity Micro Prismatic

Grade Type-IV retro reflective sheeting as per the IRC

and latest MOST Specifications; 3.1mtr long stand post

of Iron angle 75 x 75 x 6 mm and frame fabricated from

suitable Square Hollow Section of 40x40x2.6mm, as

required, painted with best quality epoxy coating in

black and white bends. The details of the

letters/symbols for board shall be screen printed on

both the side of the board with approved color as per

design and as directed by manufacturer of the retro

reflective sheeting and instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of size 45 x

x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. (A) Class-B High Intensity Grade Retro

Reflective Sheeting

41 Chevron Sign :-Providing and fixing sing boards made 80.00 No 3711.75 Rupees Three

out of 3mm ACP (Aluminium Composite Panel); size Thousand Seven

60x45 cm rectangular as per design of IRC-67-2012. Pre Hundred Eleven

treated with phospheting process & acid etching; coated and Paise

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

quality epoxy paint ; reflectorised with High Intensity Only

Prismatic 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

42 Hazard Marker Sign :-Providing and fixing sing boards 32.00 No 3518.69 Rupees Three

made out of 3mm ACP (Aluminium Composite Panel); Thousand Five

size 90x30 cm rectangular as per design of IRC-67-2012. Hundred

Pre treated with phospheting process & acid etching; Eighteen and

coated with one coat of epoxy primer and two coats of Paise Sixty Nine

best quality epoxy paint ; reflectorised with High Only

Intensity Prismatic Grade retro reflective sheeting of

Type-4 as per ASTM D-4956 and latest MOST

Specifications; 1.8mtr 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

43 Regulatory/Mandatory signs :-Providing and fixing sing 27.00 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 Twelve

etching; coated with one coat of epoxy primer and two 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 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

44 Road Marking with Hot Applied Thermoplastic Paints 1470.00 Sqm. 367.72 Rupees Three

with reflectorising glass beads on bitumin surface. Hundred Sixty

Providing and laying a hot applied thermoplastic Seven and Paise

compound 2.5 mm. thick including reflectorising glass Seventy Two

beads @ 250 gms per sqm. area, Thickness of 2.5 mm is Only

exclusive of surface applied glass beads 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 liminanance coefficient on

cement road shall 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 of reflectorising for

3 (three) years.

45 Supplying & Fixing CATSEYE (Stimsonite) made out from 1562.00 No 375.72 Rupees Three

Acrylo butylAe styrene high compression injection Hundred Seventy

moulding with reflector made of MMC (Prismatic type of Five and Paise

size 12 cm x 6 cm x 2.5 cm)providing with bituminious Seventy Two

adhesive 100 gm with each unit for fixing. (High Intensity Only

46 Metal Beam Crash Barrier 540.00 Rmt 3468.34 Rupees Three

Type - A, "W" : Metal Beam Crash Barrier (Providing and Thousand Four

erecting a "W" metal beam crash barrier comprising of 3 Hundred Sixty

mm thick corrugated sheet metal beam rail, 70 cm Eight and Paise

above road/ground level, fixed on ISMC series channel Thirty Four Only

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)

Rupees Three Crores Twenty Eight Lakhs Two Thousand One Hundred Twenty Three and Paise Eighty Two 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...............

Deputy Executive Engineer

Panchayat R & B Sub Division

Divisional Account Officer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Lunavada Mahisagar

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.

Note 5 - Credit For Dismentlled Materials Of Amount of Rs 61433 must be recovered from 1st RA Bill of Contractor's