Construction of Bridge on Raychha to Chikhali Road Ch. 0/0 to 0/200 Ta. Kwant Dist. Chhotaudepur.

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 10.00 Rmt 155.26

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 40.00 Each 219.53

3 Providing and laying filter media 600mm as directed at the back of 931.00 Smt 1180.34

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 732.00 Cum 445.41

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 1499.00 Cum 582.22

stiff or sticky clays and 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 1705.00 Cum 682.44

sorting 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 64.00 Cum 1595.53

dewatering preparing foundation base by proper benching and

stepping and dispossing of the excavated stuff as directed. (B)

Blasting prohibited

8 Providing and filling in foundation with ordinary cement concrete M- 124.00 Cum 3555.45

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island 10.00 No. 50500.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by Channel (V) Pier

10 Providing and fixing steel dowel bars of Fe-550D grade 32mm dia. 648.00 Meter 543.30

for 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 860.00 Cum 4617.82

R.C.C. footing for pier including necessary shuttering, laying,

vibrating, ramming and curing complete.

12 Providing & filling trenches of excavation in rocky strata with NMC 782.00 Cum 3538.70

13 Providing and placing in position I.S.I. mark reinforcement (T.M.T.) 273.30 M.T. 73053.19

of grade Fe-550D for following items including cutting, bending,

hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

14 Providing and laying weep holes in abutment and returns by using 931.00 Each 82.57

P.V.C. / A.C. pipes of 100 mm. including laying in proper grade and

jointing the completed as per directed specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing and casting in situ controlled cement concrete M-30 for 471.813 Cum 5238.48

R.C.C. work in piers, abutments & R.C.C. Return as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete for all heights.

16 Providing and fixing in position Fe-550D steel dowel bars (I.S.I. 54.00 Each 453.74

mark) in pier caps or abutments caps for anchorage in fixed end as

per detailed drawing including cutting, bending and welding

17 Providing and fixing in position Fe-550D steel dowel bars (I.S.I. 54.00 Each 529.02

mark) in pier caps or or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and welding

18 Providing and casting in situ controlled cement concrete M-30 mix 209.00 Cum 4837.39

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

controlled cement concrete M-35 bed blocks or pedestals of

required size below bearings as per detailed drawings including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-30 for 955.00 Cum 5341.83

R.C.C. Solid slab including centering, scaffolding, curing and

finishing complete.

20 Providing and casting in situ controlled cement concrete M-40 for 88.20 Cum 5457.84

average 100mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with bitumen

etc. complete.

21 Reinforced Cement Concrete Crash Barrier (Provision of an 258.00 Rmt. 1532.20

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement conforming to IRC:21

and dowel bars 25 mm dia, 450 mm long at expansion joints filled

with pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June

as per dimensions in the approved drawing and at locations with

necessary priming coat and 3 coat of painting complete with Yellow

& Black Patta as directed by the Engineer, all as specified)

22 Providing P.V.C. 100mm dia. water spouts including necessary iron 54.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

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

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

24 Providing and casting in situ controlled cement concrete M-30 for 20.30 Cum 5157.42

approach slab including form work, curing and finishing etc.

25 Providing and fixing metal expansion joints as per drawings. Details 101.00 Rmt. 2013.96

of expansion joint 50 x 50 x 6mm size two IS and 100 x 6mm MS

plate with 6 x 20 x 25mm long hold fast @ 50 cm / cc on both sides

of expansion joints.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Providing Designing Supplying and Installation of Extruded Bi-Axial 810.00 Sq.m. 146.45

Polypropylene 40 kn GeoGrid including all labours & etc. complete

27 Providing & fixing in position tar paper bearings as per detailed 4.00 Job 15150.00

design and drawings and specifications etc. complete.

28 Clearing and grubbing of road land including up rooting wild 0.40 Hect. 28393.04

vegetation, grass, bush shrubs, saplings and trees of girth up to

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

unserviceable material (C) by mechanical means in area of light

29 Box cutting the road surface to proper slope and camber for making 2105.00 Cum 104.20

a base for road work including removing the excavated stuff and

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

30 Earth work for embankment including breaking clods, dressing with 1066.00 Cum 230.29

all lead and lift including watering, rolling and consolidation of sub

grade in layer and consolidation of sub grade in layers at O.M.C. to

required dry density including filling the depressions which occur

during the process using power roller 8 t to 10 t (C) from borrow

area within 8.0 km lead (With minimum 13% CBR)

31 Rolling & watering of earthwork in layers with power roller including 1053.00 Cum 22.48

filling in depressions which occur during the process.

32 Construction of granular sub-base by providing close graded 346.80 Cum 1250.96

material, mixing in a mechanical mix plant at OMC, carriage of

mixed material to work site, spreading in uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause 401 for

Grading- I Material.

33 Water Bound Macadam (Providing, laying, spreading and 155.00 Cum 1619.08

compacting 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-I.

34 Wet Mix Macadam (Providing, laying, spreading and compacting 188.00 Cum 1386.07

graded stone aggregate to wet mix macadam specification including

premixing the material with water at OMC in mechanical mix plant

carriage of mixed material by tipper to site, laying in uniform layers

with paver in sub-base / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density)

35 Providing and laying compacted of specified hard murrum in side 79.00 Cum 534.29

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

36 Providing and laying evenly priming coat using low viscosity liquid 1393.00 Sq.m. 61.29

bituminous emulsion SS1 of IS-8887 materials at the rate of

Kg./10 Sq.m. on WBM / Road surface using emulsion pressure

sprayer including the cost of all labour, materials, heating,

machinery & equipment etc. complete as directed

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Providing and laying evenly tack coat using rapid setting emulsion 2345.00 Sq.m. 12.70

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

38 Providing & laying Bituminous grout 37.50 mm thick in hot mix plant 72.00 M.T. 1825.07

with asphalt of grade of VG-30 at the rate of 1.99% by weight of mix

using B.T. chips of required gradation including cleaning and

heating asphalt premix materials by hot mix process in proper

gradation and laying with sensor paver and consolidation by roller of

8 to 10 tonnes including cost of all materials, asphalt, aggregates,

labour charges, royalty charges etc.completed as directed.

39 Providing and laying 37.50mm thick bituminous macadam with 79.00 M.T. 2393.70

higher capacity plant using crushed aggregates of specified grading

premixed with bituminous binder Asphalt grade VG-30 at the rate of

3.4% by total weight of premix, transported to site, laid over a

previously prepared surface with paver finisher to the required

grade, level and alignment and rolled as per clauses 501.6 and

501.7 to achieve the desired compaction for Grading-II (19 mm

nominal size)

40 Providing and laying 20mm thick mix seal surfacing using B.T. 70.00 M.T. 3121.91

chips as per required gradation and mixing asphalt grade VG-30 @

5.10% by weight of total mix and mixing by contractor's own drum

mix plant and laying by sencer paver finisher and consolidation with

vibratory 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.

41 Providing and fixing ordinary kilometer stone of approved hard 2.00 No. 853.31

stone as per IRC type design and fixing in C.C 1:4:8 including

lettering and paints etc. complete. (For O.D.R and V.R.)

42 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 No. 1935.15

per I.R.C. type design in C.C. 1:4:8 including painting and lettering

etc. complete (For N.H., S.H. and M.D.R.)

43 Providing and fixing Hectometer as per I.R.C. type design including 2.00 No. 356.50

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

44 Providing and fixing Guard stone as per I.R.C. type design including 20.00 No. 349.11

white washing etc. complete (ii) Fixing in C.C. 1:5:10

45 Direction sign (Junction board) :- Providing and fixing sign boards 4.00 No. 14831.71

made out of 2mm aluminium sheet size 244 x 122cms. rectangle 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; 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,

x 75 x 6mm as required 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

46 Informatory Sign :- Providing & fixing sign boards made out of 2mm 20.00 No. 3856.90

aluminium sheet size 80 x 60 cms as per design of IRC 67-1977.

Pre treated with phospheting process and acid etching coated with

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

reflectorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).

47 Regulatory / Mandatory signs : Providing and fixing sign boards 6.00 No. 3832.78

made out of 2mm aluminium sheet size 60cms. diameter circle as

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

& acid eteching, 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)

48 Village name/ Bump Ahead sign :- Providing and fixing sign board 8.00 No. 5045.36

made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as

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

and 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.R.T.H. specifications. Letters and

numerals should be as per IRC-30-1968, 310m long (2 Nos.) stand

post and frame fabricated from suitable size iron angle of 50 x 50 x

5 mm painted with best quality epoxy coating 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 C.C. 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) Engineer grade (VR).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

49 Sign board per Square Meter :- Providing and fixing sign boards 5.00 Sq.m. 7615.38

made out of 2mm aluminium sheet size 1 meter x 1 meter as per

design given by engineer in charge 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, 3.1 m long (2 nos)

stand post and frame may be fabricated either from suitable size

iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm & 75 x 75 x 6mm as

required 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)

50 Hazard Marker Sign :- Providing and fixing sign board made out of 10.00 No. 3417.79

2mm 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

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 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated 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).

52 Road marking with hot applied thermoplastic paints with 82.00 Sq.m. 367.72

reflectorising 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Cat eye/road stud/RPM : Supplying of Raised Pavement Markers 40.00 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

ASTMD 4280 Type H and complying to specifications 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 20mm,130mm &

130mm and min. reflective are of 13 sqcm on each side and slope

to 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 color of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

54 Cautionary Warning Sign :- Providing and fixing sign board made 5.00 No. 3808.66

out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral

triangle as per the design of IRC-67-1977. Pre treated with

phospheting process and acid etching coated with one coat of

epoxy primer and two coats of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest

M.O.R.T.H. specification, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).

55 Providing and erecting a "Thrie" metal beam crash barrier 50.00 Rmt. 3307.75

comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm

above road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground 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

space of channel section 150 x 75 x 5 mm, 546 mm long complete

as per clause 810 including necessary excavation of post, providing

levelling course M-10 (Size 0.65 x 0.65 x 0.10 m) & foundation

concrete in M-200 (Size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x 0.70) as per

requirement and instruction from engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Chevron Sign / Route Marker sign :- Providing and fixing sign 10.00 No. 3728.72

boards made out of 2 mm aluminium sheet size 60 x 45 cms.

rectangle plus 30 x 25cms additional plate as per the attached

drawing (IRC) pretreated with phospheting process & acid etching

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

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

Specifications, 3.1 m long stand post and frame fabricated from iron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required, painted with

best quality epoxy coating in black and white bends. The details of

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) Engineer Grade

57 Dismentaling the existing structure including removing and stacking 998.00 Cum 886.05

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

58 Dismentaling the existing structure including removing and stacking 100.00 Cum 389.74

the dismentelled materials as and where directed. (B) Rubble

59 Excavation for foundation upto 1.50 mt. depth including sorting out 735.00 Cum 241.79

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

60 Providing and filling in foundation with ordinary cement concrete M- 62.00 Cum 3226.18

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

61 Providing and casting in situ ordinary cement concrete M-150 mix 995.00 Cum 3799.16

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

‘V‘ grooves (A) Height from 0.0 to 5.0 mt.

62 Filling available excavated earth (excluding rock) in trenches, plinth, 735.00 Cum 130.39

sides of foundation etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layers by ramming and watering.

63 Providing and laying rubble pitching of 30.0 cm. thick with filling the 920.00 Sq.m. 608.02

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with

necessary excavation and providing water chutes of C.C. 1:3:6 at

24.00 mt. C/C providing pointing on rubble pitching in C.M. 1:3 etc.

64 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 3246.19

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 NP3 casted by vertically vibrated technology of following

internal diameter. 900mm dia.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

65 Men at work (Heavy) sign :- Providing and fixing sign boards made 4.00 No. 6141.20

out of 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).

Total Rs.

i.e. Rs. Five Crore, One Lacs, Seventy Thousand, Eight hundred Twenty Six and Eight paisa only

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% materials to be reused and dismantalled materials of amount of Rs. 17,79,003.78 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Chhotaudepur Chhotaudepur Chhotaudepur