Construction of Minor bridge on Rumla Nadagdhari Road at Ch. 1/400 to 1/600 Ta. Chikhli Dist. Navsari

No. Figure Amount

1 Providing flood gauge marks on sub structure as per design including 9.00 Sq.m. 156.53

painting as per specifications and as may be directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 36.00 Each 229.91

3 Providing and laying filter media 600mm as directed at the back of 148.00 Smt 1279.97

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers as 512.00 Cum 552.22

5 Excavation in hard murrum and boulders and very stiff or sticky clays and 232.00 Cum 613.09

other similar strata including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

6 Excavation in large boulders and soft rock by welding including sorting 1187.00 Cum 719.06

strutting and dewatering as necessary and disposing off the excavated

stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 180.00 Cum 1681.08

dewatering preparing foundation base by proper benching and stepping

and disposing of the excavated stuff as directed. (B) Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M-15 mix 66.00 Cum 3674.07

and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island as may 3.00 No. 50500.00

be necessary for foundation and maintaining the same for the for the

period as may be necessary. (B) Diversion by channel (V) Pier Nos.

10 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 288.00 Rmt. 545.10

anchoring by drilling holes in foundation strata including, necessary

bending hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

11 Providing and casting in situ controlled mix concrete M-30 for R.C.C. 423.00 Cum 4792.09

footing for pier including necessary shuttering, laying, vibrating, ramming

and curing complete.

12 Providing and filling trenches of excavation in rocky strata with NMC M-15. 394.00 Cum 3607.16

13 Providing and placing in position reinforcement grade I.S.I. mark Fe-550D 35.36 M.T. 73858.70

for Footing & RCC raft for Return wall including curing bending hooking

and tying compete as per detailed drawing.

14 Providing and laying weep holes in abutment and returns by using A.C. 148.00 No. 87.08

pipes of 100 mm. including laying in proper grade and jointing etc.

completed as per detailed specifications.

15 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 228.374 Cum 5397.07

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (A) Height from 0.0 to 5.0 M.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 29.956 Cum 5717.92

work in piers, abutments & return wall as per drawing including centering,

shuttering, scaffolding where necessary laying vibrating curing and

finishing complete. (B) Height from 5.0 to 10.0 M.

17 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 455.63

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

18 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 533.60

abutment caps for anchorage in free end as per detailed drawings

including cutting, bending and welding complete.

19 Providing and casting in situ controlled cement concrete M-30 mix for 91.00 Cum 5478.05

R.C.C. work in pier cap, abutment cap and dirt wall including controlled

cement concrete M-35 bed rock or predestas of required drawings,

centering, shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

20 Providing and fixing in position High strength deformed bar reinforcement 45.71 M.T. 73858.70

of steel grade Fe-550D including cutting, bending, hooking, tying, welding

etc, complete as per detailed drawing and specification (A) Abutment cap

and dirt wall (B) Pier cap & R.C.C. pier (C) Seismic Arrester & Pedestal.

21 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 417.00 Cum 5532.49

solid slab including centering, scaffolding, curing and finishing complete.

22 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D bar 25.10 M.T. 73243.02

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for (A) Solid Slab

23 Providing and casting in situ controlled cement concrete M-40 for average 43.20 Cum 5631.25

100mm thick wearing coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen etc. complete.

24 Providing parapet of controlled cement concrete M-25 as per detailed 124.00 Rmt. 1646.71

drawings with necessary reinforcement including shuttering, laying

vibrating and finishing to line and level complete. (ii) Cast in situ.

25 Providing and casting in situ controlled cement concrete M-30 for Kerb / 17.00 Cum 5049.51

kerb blocks including formwork, curing and finishing complete.

26 Providing P.V.C. 100mm dia. water spouts including necessary iron 24.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

27 Providing and fixing marble slab including engraving letters, numbers and 2.00 No. 1012.65

painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

28 Providing and casting in situ controlled cement concrete M-30 for 20.30 Cum 5330.83

approach slab including form work, curing and finishing etc. complete.

29 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 6.35 M.T. 73243.02

mark T.M.T. Fe-550D including cutting, bending, hooking, tying, welding

etc. complete as per detailed drawing and specification (A) R.C.C.

Approach slab (B) Wearing coat (C) Kerb

30 Providing Pre-moulded asphalt filler joints as drawing (A) 12 mm 45.00 Sq.m. 703.53

31 Providing, designing supplying and Installation of extruded Bi-Axial 2498.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

32 Providing & fixing in position tar paper bearings as per detailed design 2.00 Job 15150.00

and drawings and specifications etc. complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

33 Providing fusion bonded epoxy coating not less than 175 micron thickness 45.01 M.T. 10162.62

and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-

775M including testing of coating at plant and all taxes (A) 10mm to 16mm

34 Providing fusion bonded epoxy coating not less than 175 micron thickness 67.51 M.T. 7296.24

and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-

775M including testing of coating at plant and all taxes (B) 20mm to 32mm

35 Clearing and grubbing of road land including up rooting rank vegetation 0.13 Hect. 28455.09

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) by

mechanical means in area of light jungle.

36 Earthwork in cutting in all sorts of soil and soft murrum including 18.00 Cum 130.94

conveying and putting the stuff in spoil bank maintaining minimum

distance of five meter between top edge and cutting and toe of spoil bank.

37 Providing, laying and spreading Granular sub base (Grade-I) by providing 249.00 Cum 903.95

close graded B.T.M.C. material in single layer with motor grader on

prepared surface, mixing by mix in place method with rotovator at OMC

and compacted with vibratory roller 80 to 110 KN static weight to achieve

desire density etc. completed.

38 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 48.00 Cum 1204.93

mm to 45 mm in required layers including using 16% stone screening

mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH Specification complete

as directed by Engineer - in - charge.

39 Providing and laying compacted WBM of Grading-II MCBT metal of size 93.00 Cum 1296.84

53 to 22.4 mm in required layers including using 24% stone screening

11.2 mm size and 8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH Specification complete

as directed by Engineer-in-charge.

40 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 50.00 Rmt. 4710.56

pipes with collars including setting and joining the pipes in C.M. 1:2

watering and laying (to level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (iv) 900 mm dia.

41 Providing and laying evenly priming coat with emulsion bitumen SS1 915.00 Sq.m. 63.83

(IS:8887) at rate of 7.5 Kg / 10 Sq.M. etc. complete as directed with all

labour and material.

42 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate of 1230.00 Sq.m. 13.64

2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as

directed with all labour and materials.

43 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade 48.00 M.T. 2230.08

of VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. chips

of required gradation including cleaning and heating asphalt premix

materials by hot mix process in proper gradation and laying with paver

finisher and consolidation by roller of 8 to 10 tonnes including cost of all

materials, asphalt, aggregates, labour charges, royalty charges etc.

completed as directed including flushing key aggregate @0.13 Cum/10

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

44 Providing laying and rolling 25 mm thick open graded premixed 50.00 M.T. 2735.08

bituminous carpet with B.T. agreegate as specified and using bitumen for

mixing with agreegate at the rate of 3.36% i.e. 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same

with paver finisher and consolidation with power roller including necessary

firewood, oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance with the

requirement of specification.

45 Providing and laying seal coat with B.T. aggregate as specified using 27.00 M.T. 3235.03

aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg/M.T of total mix

including heating and mixing in drum mix plant and spreading the same by

paver finisher and consolidation with power roller including necessary fire

wood oil, lubricants, labour charges using contractor's own drum mix

plant, machineries and equipment, tools including flushing & screened

stone dust etc. complete in accordance with the requirement of

specification.

46 Earth work for embankment having CBR not less than 5% including 2239.00 Cum 162.58

breaking clods, dressing with 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 8 T to 10 T. (C) from borrow area within all lead and lift.

47 Providing and laying compacted of specified quarry spaull in side shoulder 63.00 Cum 597.92

including carriage of material and spreading on prepared base including

compacting as per MOST specification etc. complete.

48 Regulatory / Mandatory signs : Providing and fixing sign boards made out 8.00 No. 3439.81

of 2mm aluminium sheet size 60cms. diameter circle as per the design of

IRC-67-1977 pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; 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

60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge. (A) Engineer Grade (VR).

49 Cautionary Warning Sign :- Providing and fixing sign boards made out of 10.00 No. 3808.66

2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required,

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) Engineer Grade (VR)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

50 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 4.00 No. 2423.74

aluminium sheet size 90 x 30 cms. rectangle as per the design / drawing

attached (IRC) pretreated with phospheting & acid etching, coated with

one coat of epoxy primer and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specification, 3.1m long stand post and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality

epoxy coatings. The fixing at site shall be in 1:2:4 C.C. block of size 45 x

45 x 60cms for each leg including excavation curing etc. complete under

the supervision of Engineer in charge. (A) Engineer grade (VR).

51 Diversion sign board :- Providing & fixing sign boards made out of 2mm 2.00 No. 6798.92

aluminium sheet size 180 x 60 cms. rectangle as per the attached drawing

pre treated with phospheting process & acid etching coated with one coat

of epoxy primer and two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest M.O.S.T. specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x

5mm painted with best quality epoxy coatings in black and white bends.

The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms for

each leg, including excavation curing etc. complete under the supervision

of engineer in charge. (A) Engineer Grade (VR).

52 Chevron Board :- Providing and fixing sign boards made out of 2mm 6.00 No. 3711.75

alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x

cm 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 reflective sheeting of Type-4 as per ASTM D

and latest M.O.S.T. Specifications; 3.3mt. long stand post of iron angle

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 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

x 45 x 60cms 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 manufacture & a certified copy of 3 year

outdoor exposure test result fro third party test lab

for the product offered shall be submitted by contractor

(A) Class-B Type 4 Retro reflective sheeting

53 Around the Island/road direction sign board (Big) :- Providing & fixing sign 2.00 No. 6798.92

boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle

as per the attached drawing pre treated with phospheting process & acid

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

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. 3.1m long (2 nos) stand post and frame fabricated from iron

angle of 50 x 50 x 5mm, painted with best quality epoxy coating the fixing

at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

54 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 6141.20

2mm aluminium sheet size 120 x 90cms. rectangle as per the attached

drawing pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications, Letters and numerals should be as per IRC-30-1968, 3.1m

long (2 nos) stand post and frame fabricated from suitable size iron angle

of 50 x 50 x 5mm 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 60cms. for each leg

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

55 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 516.22

aluminium sheet size 30cms diameter circle, pretreated with phospheting

process and acid etching, painted with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro reflective sheeting

as per latest M.O.S.T. specifications (as per attached drawing) (A)

Engineer Grade (VR).

56 Road marking with hot applied thermoplastic paints with reflectorising 52.47 Sq.m. 367.72

glass beads on bitumen 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 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 colour marking should provide

luminance 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 for the Retro reflectivity should be

two years.

57 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers 30.00 No. 217.40

made of polycarbonate and ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope to the base shall be

35 +/- 5 degree. The body of the marker should having finger grip for easy

and accurate placement and application with epoxy / bituminous adhesive

as recommended by the manufacturer of the marker. The colour of the

marker should be as per the IRC 35-2015 and as directed by Engineer-in-

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

58 Flexible Median Marker : Providing and fixing of Flexible Median Marker 42.00 No. 271.69

that are made of tough, high impact resistant, injection-moulded,

thermoplastic body with property of flexibility to provide high durability. The

dimension of Flexible Median Marker should not exceed 18.4 cm in height

(including shank height),12.5 cm in width, 0.65 cm in thickness and shank

depth shall be 3.4 cm. The body structure shall be rounded at all its

corners and edges. The plastic used for molding the Flexible Median

Marker should survive impact load of 5kg continuously for 750 times at

room temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The Median

Marker shall have flame like shaped body with, fluorescent yellow color

retro-reflective sheeting of size not less than 90 cm square, with fully

reflective micro prismatic cube corners as its retro reflective elements as

per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity

values. The retro-reflective sheeting shall be one or both sides of the

Flexible Median Marker and shall be edge

protected with no exposed edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.

59 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 23754.19

board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x

mm size fixed at top and bottom duly welded with MS angles of 25 x 25 x

5 mm thick M.S. plate shall be welded by welded bt two vertical M.S. flats

& four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of 12 SWG

square tubes posts duly embedded in cement concrete M-15 grade block

of 600 mm x 600 mm x 75 mm, below ground level. Painting New letters &

figure of any shade with ready mixed synthetic enamel paint of superior

quality in required shade and colour, All sections of framed posts and

steel tube will be painted with primer and two coats of epoxy paints as per

drawings clause 1701 and Annexure 17001 (10.16)

60 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 2.00 No. 4213.72

diamond size (600mm x 600mm) 16 gauge & board plate size (900mm x

250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle

75 x 75 x 6 mm size including fitting and painting lettering with luminous

color as per drawing etc. complete.

61 Dismentaling the existing structure including removing and stacking the 167.00 Cum 932.65

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

62 Excavation for foundation upto 1.5 m depth including sorting out and 357.00 Cum 254.36

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (B) Dense or Hard soil.

63 Supplying & laying mechanically woven double twisted hexagonal 903.00 Cum 2651.52

Zn+PVC coated box G.I wire mash gabion size 1.0 x 1.0 x 1.0mt. filed with

15 to 40 kg trap rubble stone (approximate up 1.65 tone) with mesh size

10 x 12 cm including packing, interlocking of stone sand fushing the top of

gabion sand tying to each other & laying to required line, level slope with

all lead sand lifts as directed etc. complete.

64 Supplying & laying mechanically woven double twisted hexagonal 32.00 Cum 1796.79

Zn+PVC coated box G.I wire mash gabion size 1.0 x 1.0 x 0.5mt. filed with

15 to 40 kg trap rubble stone (approximate up 0.75 tone) with mesh size

10 x 12 cm including packing, interlocking of stone sand fushing the top of

gabion sand tying to each other & laying to required line, level slope with

all lead sand lifts as directed etc. complete. (Considering Lead of 45 Km

for Rubble materials)

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

65 Providing and laying Nonwoven Geo Fabric Filter over the excavated 821.00 Sq.m. 87.27

surface as perspecification including stiching with overlap to design profile

as per directed in tidal range etc. complete.

66 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 122.00 Rmt. 3354.21

metal beam crash barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level, fixed on ISMC series

channel 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

TOTAL Rs.

i.e. Rs. Two Crore, Fifty Lacs, Ninety Four Thousand, Three hundred Eighty Six and Ninety Seven paisa

I/We am/are willing to carry out the work @ ______________ % 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 Estimated amount put to tender

Deduct………% below Add………% Above

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.

5. Credit for 70% Diversion material and dismantalled materials of amount of Rs. 3,29,569.26 must be recovered

from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Chikhli Navsari Navsari