Construction of Cross Drainage Structure on Various Roads in Morbi District - Package -2

Item of Work estimated out or Unit Amount

1 Demolition including stacking of serviceable 681.2 Cum 1062.35

materials and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

2 Excavation for foundation in sand, gravel, clay 5215.9 Cum 511.11

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for

3 Providing and laying plain cement concrete in 788.7 Cum 3764.33

levelling course complete as per drawings and

technical specifications as per sections

1700 and 2100 of MORTH. (M-15)

4 Providing and laying plain cement concrete 369.6 Cum 3772.18

grade M-15 PCC Toe wall for toe protection i.e.

to prevent the slope pitching from sliding down,

with graded machine mixed stone aggregate

from 6 mm to 40 mm including tamping,

vibrating, leveling and curing complete with all

formwork, dewatering wherever required

including all materials, labours, plants,

machineries & tools, all leads and lifts, etc.

complete as per specification.

5 Providing and fixing in position (Thermo 309.6 MT 77471.35

mechanically Treated bars) TMT Fe550D CRS

conforming to IS 1786 reinforcing bars of

various diameters for Box structure , retaining

wall, etc. as per detailed designs and drawings

and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires

with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts

and leads etc. all complete as per specification

and as directed by Engineer

The rate includes for supply, loading, unloading,

transporting to site, cutting, bending, lap length,

hooking, placing, tying in position with

contractor's own binding wire, welding, forming

the cage and lowering it in position in pile bore

etc. Welding and supporting in position to

ensure lines and levels during concreting,

maintaining proper cover/ spacing, all leads &

lifts, etc. including contractor's own equipment,

labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

Quantities Rate

Item of Work estimated out or Unit Amount

6 Providing and casting in situ controlled cement 3394.2 Cum 5304.31

concrete M-25 for R.C.C. box structure, as per

drawings, Stem of Retaining wall etc. using

mm to 20 mm machine crushed well graded

stone aggregate, sand of approved quality, OPC

53 grade cement with contractor's own

concrete mix design etc. complete as per

The rate is inclusive of all materials, including

necessary mixing in fully automatic batch mix

plant, transport, curing, vibrating, placing in

position, scaffolding, staging, normal shuttering,

formworks, deshuttering carefully, making good

the damages, fixing embedment, inserts,

pockets, wherever necessary, with all lead and

lift with contractor's labour, tools & plants,

machineries, as required, with including cost of

fair finish form work.

7 Providing and laying - Filter Media 600mm thick 900.9 Sqm 1233.39

directed at the back of abutments, returns and

wing walls as per detailed specifications.

8 Providing & laying weep hole in Aburtments, 918.0 Nos. 119.08

and returns by using A.C. pipe of 100mm

including laying in proper grade and jointing the

completed as per detailed specification.

9 Back filling behind Abutment, wing wall and 2183.6 Cum 504.42

return wall with selected granular material of

approved quality incluiding all the materials,

compacting, labour, equipment charges, etc all

complete as per drawing and Technical

Specification Section 300 (Percentage of fine

content maximum 15%, Backfill soil phi 30°,

Density 20 kN/m3, Field compaction 95±2%

modified proctor density.

10 Providing and laying rubble for appron (each 646.9 Cum 1083.81

stone weighting not less than 40Kg.) including

and packing and filing in the interestices with

quarry-spalls. For Rigid Apron.

11 Providing and laying plain cement concrete 789.1 Cum 4591.53

grade M-20 curtain wall with minimuim depth

below floor level of 2m on upstream and 2.5m

on downstream side as per clause 20.1.2.3 of

IRC:SP:13:2004 and section 2507.1 of MORTH

12 Providing and laying rubble for appron (each 694.4 Cum 1083.81

stone weighting not less than 40Kg.) including

and packing and filing in the interestices with

quarry-spalls. For Flexible Apron.

13 Providing and laying Filter material underneath 194.1 Sqm 309.84

pitching in slopes 300mm thick complete as per

drawing and Technical specification.

14 Providing and laying Pitching on slopes laid over 58.2 Cum 1136.59

prepared filter media including boulder apron

laid dry in front of toe of embankment complete

as per drawing and Technical specifications.

Quantities Rate

Item of Work estimated out or Unit Amount

15 Providing and casting in situ controlled cement 98.4 Cum 5304.31

concrete M-25 for Parapet Wall, as per

drawings. Stem of Parapet wall etc. using 6 mm

to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC

grade cement with contractor's own concrete

mix design etc. complete as per specification.

16 Providing and casting in situ controlled cement 227.9 Cum 5536.10

concrete M-30 for average 75 mm thick wearing

coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints

with bitumen complete

17 Clearing and grubbing road land including 0.4 Hectare 28434.97

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

18 Dismantaling of Bituminous Layer 90.2 cum 256.75

19 Dismantaling of Granular Layer 518.4 cum 357.25

20 Earthwork for embankment including breaking 5826.0 Cum 236.97

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 8T

to 10T.(E) From Borrow area within 3.0KM lead.

21 Construction of sub-grade and earthen 1222.0 cum 289.78

shoulders using 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 process

using power roller 8T to 10 T

22 Construction of granular Sub base with Coarse 155.3 cum 1111.11

Graded Material (Grade II) (Table:- 400- 2) of

200 mm by providing coarse graded material

Metal Crushed using size 53mm to 26.5 mm@

4.75mm @12.50% and 4.75mm below @

37.5% spreading in uniform layers with

including and mixing the material obtained from

cutting BT road by milling machine using motor

grader on prepared surface mixing by mix in

place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density complete as per Clause

Table 400.1 grade-V.

23 Providing, laying, spreading and compacting 281.5 Cum 1620.00

stone aggregates of specific sizes to water

bound macadam specification including

spreading in uniform thickness, hand packing,

rolling with vibratory roller 8-10 tonnes in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting to

the required density.-Grading 1, Using

Screening Crushable type such as Moorum or

Quantities Rate

Item of Work estimated out or Unit Amount

24 Cement Concrete Pavement (Construction of un- 384.0 Cum 5543.87

reinforced, dowel jointed, plain cement

concrete pavement over a prepared sub base

with 43 grade cement @ 400 kg per cum, coarse

and fine aggregate conforming to IS

maximum size of coarse aggregate not

exceeding 25 mm, transported to site, spread,

compacted and finished in a continuous

operation including provision of contraction,

expansion, construction and longitudinal joints,

joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel

bar, tie rod, admixtures as approved, curing

compound, finishing to lines and grades as per

25 drawing ) and fixing sign boards made out of

Providing 10.0 Nos. 3666.30

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

Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post

of 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 foreach board shall

be as per theinstruction 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 10 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-C Type-11

Retro Reflective sheeting.

26 Supplying and fixing reinforced concrete heavy 190.0 Rmt 3469.26

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

27 Excavation for foundation in hard murrum and 2520.9 Cum 611.32

boulders and very stiff or sticky, clays and other

similar strata including shoring and strutting and

dewatering as necessary and disposing of the

excavated stuff as directed .

28 Providing and laying plain cement concrete 227.6 Cum 4142.22

grade M-20 PCC protection wall, with graded

machine mixed stone aggregate from 6 mm to

40 mm including tamping, vibrating, leveling

and curing complete with all formwork,

dewatering wherever required including all

materials, labours, plants, machineries & tools,

all leads and lifts, etc. complete as per

Quantities Rate

Item of Work estimated out or Unit Amount

29 Providing MS Flood guage on top of the bridge 2.0 Nos. 1877.54

including supply, fixing and painting complete

as directed by engineer in charge

30 Excavation in large boulders and soft rock by 341.9 Cum 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

31 Providing and laying plain cement concrete in 58.0 Cum 3345.58

levelling course complete as per drawings and

technical specifications as per sections

1700 and 2100 of MORTH. (M-10)

32 Diversion sing board :-Providing & Fixing sign 4.0 Nos. 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

priemr 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 (2nos) stand post and frame fabricated

from iron angle of 35x35x3mm, 50x50x5mm

painted with best quality epoxy coatings in blak

and white bends. 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)

33 Granular sub base Grade 1 with black trap 26.7 Cum 1116.04

crushed stone well graded material (Table-

400.1) by mix in place method construction of

granular sub base by providing black trap

crushed stone well graded material, spreading

in uniform layers with motor grader on

prepared surface, mixing by mix in place

method with rotavator at OMC and compacting

with vibratory roller to achieve the desired

density complete. (As per technical specification

clause-401) for Gr-1 Material

34 Providing, laying, spreading and compacting 100.5 Cum 1438.17

stone aggregates of specific sizes to water

bound macadam specification including

spreading in uniform thickness, hand packing,

rolling with vibratory roller 8-10 tonnes in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting to

the required density.-Grading 2, Using

Screening Crushable type such as Moorum or

Quantities Rate

Item of Work estimated out or Unit Amount

35 Informatory Signs :-Providing and fixing Work in 12.0 Nos. 3856.90

Progress sign boards made out of 2mm

aluminium sheet; size 80 x 60cms. rectangle as

per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; coated

with one coat of epoxyprimer and two coats of

best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x

35 x 3mm75x75x6mm as required; painted with

best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard

shall details of symbol for eachboard shall be as

per the instruction ofengineer in charge. The

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

x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of

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

36 Providing parapet of ordinary cement concrete 211.4 Rmt 1053.64

M-200 as per detailed drawings with necessary

reainforcement including, shuttering, laying

vibrating and finishing to line and level

complete.(ii) Cast in situ.

37 Construction of granular Sub base with Coarse 189.7 Cum 1013.94

Graded Material (Grade II) (Table:- 400- 2) of

100 mm by providing coarse graded material

Metal Crushed using size 53mm to 26.5 mm@

4.75mm @12.50% and 4.75mm below @

37.5% spreading in uniform layers with

including and mixing the material obtained from

cutting BT road by milling machine using motor

grader on prepared surface mixing by mix in

place method with rotavator at OMC and

compacting with vibratory roller to achieve the

desired density complete as per Clause

38 Providing and fixing post and pipe railing as per 124.5 Rmt 1204.11

detailed drawing including 3 coats of painting to

steel works complete.

39 Diversion: Providing temporary diversion 100.0 Rmt 2484.60

suitable for traffic during the construction

period of the C.D. structure work by levelling

existing ground and constructing suitable

compacted embankment, road surface with

providing, laying & consolidation of 200 mm

WBM in layers on carriage width with safety

measures like sign board, guard stone &

maintain for motorable road throughout

construction period etc. and also dismantle

diversion after completion of work etc.

complete as per instruction of engineer in

40 Providing and casting insitu Controlled Cement 35.9 Cum 5256.06

Concrete M-25 for R.C.C solid slab including

centering, scaffolding, curing and finishing

41 Providing and casting in situ controlled cement 34.8 Cum 5235.67

concrete M-25 for approach slab including

formwork curing and finishing complete

Quantities Rate

Item of Work estimated out or Unit Amount

42 Providing and casting in situ controlled cement 2.6 Cum 4948.59

concrete M-25 for kerbs/kerb blocks including

formwork, curing and finishing complete

43 Providing & casting-in situ ordinary cement 144.4 Cum 4291.68

concrete M-20 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete with V-

Groves (A) Height from 0.0m to 5.0m

44 Providing and laying in position Fe 550/550 D 17.8 MT 76778.01

CRS TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following. (A) Solid

Slab / App slab / Wearing Coat

45 Providing 20mm thick pre-moulded asphalt filler 13.0 Nos. 769.62

joints as per drawings

46 Providing P.V.C 100mm diameter water sprouts 16.0 Nos. 159.36

including necessary iron gratings as per

47 Providing & fixing of of precast R.C.C railing of 56.0 Rmt 2147.26

M-30 Grade Concrete having 2 - tire (Row) of

Hand Rail dimensions ats shown in detail

drawing & Vertical Post such as c/c pacing

between vertical posts not to exceed 1.625m

including necessary TMT steel, formwork,

painting with weatherproof paint etc.

48 Earthwork for embankment including breaking 468.0 Cum 210.68

clods, dressing with all lead and lift (Excluding

watering & consolidation). (E) From borow area

withing 5.00 km lead

49 Dismentalling the existing structures including 36.0 Cum 930.35

removing and stacking the dismnetalled

materials as and where directed RCC work

50 Demolition and disposal of unserviceable 113.0 Cum 623.01

material with all lift and lead (ii) Unreinforced

51 Removing all types of Hume pipes and stacking 97.5 Rmt 419.01

within a lead of 1000m including Earthwork and

dismantling of masonry works asper Technical

Specification clause 202 (Rate Analysis) (B)

Above 600mm to 900mm dia hume pipes

52 Providing and applying one coat epoxy phenolic 761.0 Sqm 233.31

primer of DFT 50 micron and two coats of

polyurethane (aliphatic) epoxy paint-75 micron

DFT each or any other equivalent epoxy coating

system to all concrete surfaces exposed to

atmosphere in Substructure & Super Structure

as directed by Engineer and as per sepcification

53 Providing and casting in situ controlled cement 55.7 Cum 4697.25

concrete M-25 for R.C.C raft and cut-off walls

including necessary vertical pin headers incl.

formwork, vibrating, ramming and curing

54 Rolling and watering of earthworks in layers 468.0 Cum 22.95

with vibratory roller including filling in

depressions which occur during the process as

Quantities Rate

Item of Work estimated out or Unit Amount

55 Providing and casting in situ ordinary cement 414.0 Cum 3921.64

concrete M-15 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without

V-Groves. (A) Height from 0.0m to 5.0m

56 Providing and fixing "W" type metal beam crash 60.0 Rmt 3454.20

safety barrier comprising of single row 3 mm

thick galvenized sheet to be fixed on ISMC

(150 mm x 75 mm x 5.4 mm) series channel

vertical post to be spaced 2.0 mtr c/c to be kept

1.65 mtr height including necessary foundation,

fitting with bolts, painting, radium indication

patta on W beam and required all process as

per sepcification and as per drawings

57 Supplying & laying of bi-axial extruded high 223.5 Smt 253.51

modulus polypropylene geogrid conforming to

MORTH specification for base/sub-base

reinforcement having minimum tensile strength

30KN/m in the longitudinal and transverse

direction, junction efficiency not less than 95%

and with 38mm x 38mm mesh opening

58 Road marking with hot applied thermpolastic 38.0 Smt 367.72

paints (Yellow color no. 356 on C.C road & white

colour on asphalt surfaces) with reflectorising

glass beads on bitumin surface providing

andlaying a hot applied thermoplastic

compound 2.5mm thick including reflectorising

glass beads @250 gms 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 coefficient of 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 perfromance criteria for night

time reflectivity, wet reflectivity and skid

resitance as mentioned in the section-15 of IRC

35-2015. Warranty for the retro reflectively

should be two years

Quantities Rate

Item of Work estimated out or Unit Amount

59 Cat Eye/ road stud/ rpm : Supplying of molded 38.0 Nos. 326.23

twin shanks raised pavement markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic lesn

capable of providing total internal reflection of

the light entering the lens face and shall support

a load of 13656 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 DI III Dt 11.06.1997.

The height, width and length shall not exceed

20mm, 130mm and 130mm and with minimum

reflective area of 13 sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The

strength of detachment of the integrated

cylindrical shanks, ( of diameter not less than

+/- 2 mm and height not less than 30 +/-2 mm)

from the body is to b a minimum value 500 kgf.

Fixing will be by drilling holes on the road for

the shanks to go inside, without nails and using

epoxy resin based adhesive as per

manufacturers recommendation and the color

of the marker should be as per the IRC 35-2015

and as directed by Engineer in charge

60 Hazard marker sign:-Providing and fixing Work 12.0 Nos. 2423.74

in Progress sign boards made out of 2mm

aluminium sheet; size 90 x 30cms. rectangle as

per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; coated

with one coat of epoxyprimer and two coats of

best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x

35 x 3mm & 50x50x5mm painted with best

qualityepoxy coatings. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)

Quantities Rate

Item of Work estimated out or Unit Amount

61 Cautionary warning sign :-Providing and fixing 2.0 Nos. 3808.65

Work in Progress sign boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms.

equilatersl triangle as per the design of IRC-67-

1977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm &

75x75x6mm painted with best qualityepoxy

coatings. The fixing at site shall be in 1:2:4 CC

block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under

the supervision of engineer in charge.(A)

Engineer Grade(VR)

62 Filling available excavated earth (excluding rock) 311.0 Cum 136.91

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm in depth

consolidating each diposited layer by ramming

63 Dismentalling the existing structures including 113.0 Cum 409.22

removing and stacking the dismnetalled

materials as and where directed Stone

64 Excavation for foundation up to 1.5m depth incl. 200.0 Cum 432.61

Sorting out & Stacking of useful materials &

disposing off the excavated stuff up to 50mt

lead (C) Hard Murrum

65 Providing and laying in position FE 500/550D 1.4 MT 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

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

Abutments © R.C.C Returns &

walls/caps/copings

66 Providing and laying in position FE 500/550D 0.7 MT 73243.02

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following. (A) R.C.C

kerb (B) R.C.C Footpath (C) R.C.C Approach Slab

(D) Wearing Coat

67 Providing and casting in situ ordinary cement 40.4 Cum 4338.66

concrete M-20 for various thickness wearing

coat laid as directed including tamping,

vibrating, finishing, curing and filling joints with

bitumen complete

Quantities Rate

Item of Work estimated out or Unit Amount

68 Diversion: Providing temporary diversion 190.0 Rmt 1847.29

suitable for traffic during the construction

period of the C.D. structure work by levelling

existing ground and constructing suitable

compacted embankment, road surface with

providing, laying & consolidation of 200 mm

WBM in layers on carriage width with safety

measures like sign board, guard stone &

maintain for motorable road throughout

construction period etc. and also dismantle

diversion after completion of work etc.

complete as per instruction of engineer in

69 Supplying and fixing reinforced concrete heavy 30.0 Rmt 5560.01

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

Rupees Seven Crore forty six lakh thirteen thousand

In Word two hundred and seventeen and forty one paisa ₹

Quantities Rate

Item of Work estimated out or Unit Amount

I/We am/are willing to carry out the work at ___________% above/below the (percentage should be written in figure and

words only) Estimated rates as mentioned above,amount of my/our tender works out as under.

Estimated Amount Amount

Put to Tender: RS. Put to Tender: RS.

Deduct: % Below Add: % Above

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

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

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

Credit amount of Rs. _________________ Shall be recovered from the running bill in which dismantle item will be recorded for

Deputy Executive Executive

Signature of Contractor Engineer Engineer

( R & B ) (P) Sub Division ( R & B ) (P) Division