Construction of Khandiya Approach Road Joining to SH - 18. Ta :- Shankheshwar, Dist :- Patan,Pkg No.MMGSY/SCSP/PTN/47/2025-26.

more or less In Figure

[1] Clearing and grubbing road land including uprooting rank 1.40 Hecter 28455.09

vegetation, grass, bushes, shrubs, saplings and trees girth up to

mm, removal of stumps of trees cut earlier and disposal of

unserviceable material with all lead & lifts. (C) By mechenical means

in area of light jungle.

[2] Earthwork for embankment including breaking clods ,dressing with 3346.00 Cum 167.76

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using power roller

8T to 10T.(A) From Borrow pits within land width.

[3] Box cutting the road surface to proper slope and camber for making 1708.00 Cum 114.44

a base for road work including emoving the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

[4] Providing laying spreading and compacting 150 mm thick granular 657.00 Cum 1678.62

sub base (G.S.B.) with specified material MC BT Metal of size 53 to

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

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 401.12.50.

[5] Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 520.00 Cum 2406.83

mm size including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M.

stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static weight.

75 mm thick compected each of two layer.

[6] Providing and laying 37.5mm thick bituminous spray grout base 1184.00 MT 2349.26

course using M.C stone B.Tstone. as per gradation and asphalt VG-

30 for mixing 1.99% of mix i.e 19.90/MT by weight including

heating the asphalt and aggregate by hot 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

4.0kg/10sqm.

[7] Providing and laying 37.5 mm thick B.M. using M.C stone B.T. 1303.00 MT 3010.81

stone. as per M.O.R.T. & H. specification & asphalt for tack coat

at the rate of 2.5 Kg./10 Sqm. with mechanical sprayer &

bitumen grade VG 30 for mixing at the rate of 34 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 paver finisher 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.

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[8] Providing & laying 20mm thick premix seal surfacing using 727.00 MT 3569.75

specified graded machine crushed aggregates with VG-30 grade

bitumen at the rate of 5.09 % i.e. 50.90 Kg/ M.T. by weight mix

including heating & mixing in drum mix plant transporting the mix

spreading the same by paver finisher and consolidation by vibratory

roller as per MORT&H specification including cost of all materials

fuel, labours, tools and plant etc. comp. and flushind Stone Dust @

rate of 0.30 cmt / 100 smt.

[9] Providing Hard Side Solder of 100mm thick for embankment using 700.00 Cum 1305.93

quarry spall with all lead and lift and including watering and rolling

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

density including filling the depressions which occur during the

CBR value not less than 20.00) RA

[10] Providing and laying cement concrete 1:4:8 (1cement : 4 coarse 449.00 Cum 2749.07

sand : 8 Machine Crushed stone aggregates 40 mm. nominal size)

and curing complete excluding cost of from work in :(a) Foundation

and plinth

[11] Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course 578.00 Cum 5003.54

sand : 3 graded stone aggregate 20 mm nominal size) for C.C. road

and curing cost of form work. Finishing the cement concrete 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 specsificaiton.

[12] Providing and laying in position FE 500D TMT bar reinforcement 14.41 MT 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

[13] Providing and fixing indicator stone of RCC Type Design as per I.R.C. 141.00 No. 487.92

type design including white washing etc. complete. (I) Fixing in CC

[14] Providing and fixing Hectometer as per I.R.C. type design including 14.00 No. 356.50

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

[15] Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 3.00 No. 1293.39

including necessary reinforcement as per I.R.C. type design in C.C.

1:4:8 including letter and paints etc. complete (For N.H., S.H. and

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[16] Citizen's Information Board - Providing and fixing of typical 1.00 No. 9855.58

MMGSY information board as per instruction. Two ACP Sheets of

3 mm thick, of 900 mm x 750 mm size fixed at top & bottom duly

rivetted with MS angles of 25 x 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 1700.1 (10.16). (A) Class-B High

intensity Grade Retro Reflective sheeting.

[17] Providing and fixing logo board of MMGSY as per National Rural 1.00 No. 3957.18

Road Development Agency diamond size, 600 x 600 mm, 1.50 mm

thick Plate & board plate size, 900 x 250 mm, 1.5 mm thick M.S.

plate and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting , lettering with luminous colour as per

drawing including fixing in CC 1:3:6 etc compete.

[18] Cautionary Warning Sign :-Providing and fixing sign boards made 3.00 No. 3906.19

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

coated 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; 3.6mtr long stand post of Iron Angle 75 x

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

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[19] Distance Informatory / Destination Sign :-Providing and fixing sign 3.00 No. 18254.19

boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 180x120 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High ntensity 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

[20] STOP Sign :-Providing and fixing sign boards made out of 2mm 3.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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

phospheting process & acid etching; coated 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; 3.6mtr 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

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[21] Village name Sign :-Providing and fixing sign boards made out of 2.00 No. 6397.43

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 90x60 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated 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; 3.3mtr long stand post of Iron Angle 75 x

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 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

[22] Chevron Sign :Providing and fixing sign boards made out of 9.00 No. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated 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; 3.3 mtr long stand post of Iron Angle 75 x

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

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[23] Hazard Marker Sign :-Providing and fixing sign boards made out of 6.00 No. 3518.69

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel);

size 90x30 cms. rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated 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; 1.8mtr long stand post of Iron Angle 75 x

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

[24] Regulatory / Mandatory Sign :-Providing and fixing sign boards 3.00 No. 3540.12

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated

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; 3.6mtr long stand post of Iron Angle 75 x

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.

[25] Road marking with hot applied thermoplastic paints with 717.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

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

2.5mm is excluding of surface applied 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

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

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[26] Project Information Board: Providing and fixing of typical Project 1.00 No. 13388.56

informatory sign boardwith Logo as per 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting ofThree Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The topmost plate will

be of 3mm ACM in diamond shape of 600x600mm size, riveted with

MS angle iron frame of25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be 1200x150mm size

rivetedwith MS angle iron frame of 25mmx25mmx5mm size on

back on edges. The main 4mm ACM lower mostplate will be

1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and

flat iron frame will be done neatly to have plain surface on one side.

The angleiron frame of lower most plate and flat iron frame of the

middle plate will be welded to two nos 75mmx75mm (12 SWG)

sheet tubes posts placed at 1125mm apart centre to centre. the top

of the middle platewill be flushed with the top of 75mm dia medium

steel tube posts and these posts will be embeded in cementconcrete

M15 grade block of 450x450x600mm below ground level. The

height of the bottom of the lowerplate will be 1200mm from normal

ground level and the bottom of the middle plate will be 100mm

above thetop level of the lower most plate. the diamond shaped

plate mounted over flat angle iron frame will beconnected to middle

plate by square steel section of 47mmx47mm, thickness 12SWG

having a spacing of100mm between the diamond shaped plate and

middle plate and this square section will be riveted to thebottom

[27] Excavation for foundation in sand, gravel, clay soft soils and 671.00 Cum 535.45

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed.(A) Depth upto

M. and lead upto 100m for 10 Cum

[28] Providing and casting in situ Ordinary cement concrete M-150 for 149.00 Cum 3573.53

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

[29] Supplying and fixing reinforced concrete heavy duty non-pressure 20.00 Rmt 3904.48

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP4 casted by vertically vibrated technology of following

[30] internal diameter.

Providing & laying900mm

rubble dia.

for apron (each) stone weight not less 132.00 Cum 1000.78

than 40 Kg including packing & filling in the instrestices with qyarry

[31] Numbering the C.D. Work with approved paint including all 4.00 No. 58.80

materials for paintings etc. complete

[32] Providing Yellow and Black Patta (three coat) including distempeing 96.00 Sqm 97.48

(Three coats) with oil bound distemper of approved brandand

[33] manufacture

Dismentalingand

the of required

existing shade including

structure on wall surfaces to give

removing andan even

stacking 69.00 Cum 974.66

the dismentelled materials as and where directed. (A) R.C.C. work

[34] Excavation for foundation in sand, gravel, clay soft soils and 130.00 Cum 628.19

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed.(B) Depth from

to 6.0 M.and lead upto 100m for 10 Cum

[35] Providing and casting in situ controlled cement concrete M-300 for 105.00 Cum 5247.30

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

RCC return

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[36] Providing and Casting in situ controlled Cement Concrete M-200 for 55.00 Cum 4374.86

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

[37] Providing and casting in situ controlled cement concrete M-400 for 10.00 Cum 5479.10

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

[38] Providing RCC Crash Barriers of Design mix concrete M40 mix as 9.00 Cum 5069.78

per detailed drawing and design including shutterin, laying,

vibrating and three coats of cement wash and givving a perfect

smooth finishing to line and level, etc. complete

[39] Providing and casting in-situ Ordinary Cement Concrete M15 for 12.00 Cum 3630.86

approach slab including formwork, curing and finishing complete.

[40] Providing and casting in-situ Controlled Cement Concrete M30 for 23.00 Cum 5178.66

approach slab including formwork curing and finishing complete.

[41] Providing and laying in position FE 550D TMT bar reinforcement 12.00 MT 78362.28

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

[42] R.C.C. Returns

Providing fusion bonded Epoxy coating not less than 175 micron 12.00 MT 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ASTM-775 M including testing of coating at plant and

[43] all taxes (A)Pre-moulded

Providing 10mm to 16mm dia bar

asphalt filler joints as per drawings.(A) 8.00 Sqm 703.53

[44] Providing PVC 100 mm. Diameter water spouts including necessary 8.00 Nos. 159.37

iron gratings as per drawings.

[45] Providing and laying filter media 600 mm thick directed at the back 69.00 Sqm 1298.38

of abutments and returns and wing walls as per detailed

specifications

[46] Providing and fixing 20 cm. x 15 cm x 2.5 cm. thick year plate of 2.00 Nos. 279.69

marble stone set in C.M. 1:4 including finishing and engraving

letters etc. complete

[47] Providing Rubble pitching of 300 mm. average thickness including 42.00 Sqm 1518.03

pointing mortar with C.M.1 : 3 (1 cement : 3 sand) etc. complete

[48] Excavation for foundation upto 1.5 m depth including sorting out 216.00 Cum 128.79

and stacking of useful material and disposing off the excavated stuff

upto 50 m lead(A) Loose or soft soil

[49] Providing & casting in situ ordinary cement concrete 1:2:4 (1 394.00 Cum 3723.54

cement : 2 Coarse sand : 4 machine crushed stone aggregate 20mm

nominal size) and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and finishing

Quantities Estimated Total Amount

Quantities Estimated Total Amount

Item estimated Rates According to

Description of Item but may be Unit Estimated Quantities

more or less In Figure

[50] Providing and laying weep hole in abutmemt and returning by using 299.00 No. 90.83

PVC Pipe of 100 mm. Diameter including laying in priper grade and

joining etc. comp as per detailed specifications.

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates

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

* Estimated amount put to tender

Deduct :_____ % Below Rs.________________ Add :_____ % Above Rs.________________

Net Rs. ______________________ Total Rs. ______________________

In words ___________________________ In words __________________________

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.

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

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

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.

Dated Signature Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat R & B Sub Division Panchayat R & B Division

Sami Patan