Construction of Bridge on Buchawala Kalal Road at Ch: 00/300 M, Ta. Kadana, Dist. Mahisagar

Name of Work : Construction of Bridge on Buchawala Kalal Road at Ch: 00/300 M, Ta. Kadana,

Dist. Mahisagar

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

1 Carry out alignment survey work by total station including marking of

centre line of the bridge and approach road and various other

component structures, taking ground levels and details of existing

structures within 40m from centre line, providing and fixing necessary

reference pillars, establishing bench marks, establishing foundation 1.00 Job 29037.50

layout on ground, including submission longitudinal section, cross

section and report of survey work in three copies with soft copy in CD to

Engineer-in-charge as directed.

2 Dismantling the existing structure including removing and stacking with

All lead & Lifted dismantled materials as and where directed. (A) R.C.C. 844.00 Cum 930.35

3 Excavation for foundation in sand, gravel, clay 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 10 Cum.

4 Empty boring through all sorts of strata for providing 1.20 Mt. diameter

R.C.C. Bored piles to required depth required depth including providing

necessary casing pipe with all plants and equipment as required 478.00 Rmt 5557.05

complete. Note: Cost of Mix design, admixture and chipping of pile, not

payable separately

5 Providing steel liner for curbs and steining for wells including fabricating

and setting out as per detailed drawing as directed. 6.00 MT 47323.73

6 Providing and laying controlled cement concrete M-300 grade in RCC

bored piles of diameter as below with 20mm down coarse aggregate of

the required size for any depth including ramming, vibrating, curing,

finishing, transportation of required plant and machineries, with all

required plants & machineries, etc., all as per specifications and

drawing. (Excluding reinforcement, initial pile load test, routing load

test and M.S. Liners but including temporary liners if required). (Note:

Cost of Mix design and admixture if required, not payable separately)

7 Load testing of foundation piles including loading with necessary

kentledge or any other suitable method as directed.

8 Conducting low strain pile integrity testing on RC Bored Foundation

Piles using Pile Integrity tester equipment by Pile Dynamics Inc. of USA 32.00 Nos 601.08

of TNO of Netherland or Equivalent that confirms to ASTM D

9 Providing and casting-in-situ ordinary cement concrete M-150 for R.C.C.

Raft and cut-off walls including necessary shuttering laying, vibrating, 91.00 Cum 3793.64

ramming and curing complete.

10 Providing and casting-in-situ controlled cement concrete of M-300

grade for RCC work for Pile cap etc with 20mm down coarse aggregate

of the required size for any depth including dewatering, scaffolding /

centring, shuttering, mixing, placing in position, consolidating with

mechanical vibrators, curing, deshuttering carefully, making good the 394.00 Cum 5137.08

damages, fixing embedment, inserts, pockets, wherever necessary as

per specification and drawing. (Note: Cost of Mix design and admixture

if required, not payable separately)

11 Providing and fixing in postion TMT Fe 550D Corrosive Reinforcement

Steel (CRS) bars of various diameter for all RCC works in piles, pile caps

and foundation as per detailed design & drawing and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires or

tack welding (Only for piles) and supporting as requried with all lifts etc. 96.00 MT 77515.66

complete including cost of all labour, materials, tools, plants, equipment

etc. all complete as directed by engineer and as per specification.

12 Providing and casting in situ controlled cement concrete M-300 for

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

where necessary, laying vibrating, curing and finishing complete.(1) 129.00 Cum 5486.44

Piers (2) Abutment (3) RCC return. (Note: Cost of Mix design and

admixture if required, not payable separately)

13 Providing and casting-in-situ controlled cement concrete M-300 for

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

cement concrete M-300 bed blocks or pedestals of required size below

bearings as per detailed drawings, centering, shuttering, scaffolding, 108.00 Cum 5460.79

wherever necessary, laying vibrating, curing and finishing complete.

(Note: Cost of Mix design and admixture if required, not payable

14 Supplying fitting and fixing in position true to line and level tar paper

bearings confirming to IRC : 83 Part 2 section IX and Clause 2005, of

Morth Specifiactions complete including all accessories as per drawings

and specificaions.

15 Providing and laying weep hole in abutment and returning by using A.C.

pipes of 100mm diameter including laying in proper grade and joining 135.00 Nos 86.73

etc. complete as per detailed specification.

16 Supplying and laying high strength flexible geogrids (HSFG) as soil

reinforcement / basal reinforcement as per MORTH 3100 and IRC

made of high tenacity polyester core with polyethylene coating with

minimum Long Term Design Strength (LTDS) of more than 50% of 76.00 Sqm 420.16

ultiMate tensile strength at 30 degree Celcius corresponding to 12 %

strain etc. complete and as directed by Engineer - In - Charge.

17 Supplying & laying of drainage composite for use behind walls, between

two different fills, alongside drains of road, below concrete lining of

canals etc. Geocomposite for planar drainage, realized by

thermobonding a draining core in extruded monofilaments with two

filtering nonwoven geotextiles that may also be working as separation

or protecting layers. The draining three dimensional core will have a

“W” configuration as longitudinal parallel channels. Minimum thickness

to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven

geotextile of minimum thickness of 0.75 mm having pores of 150 162.00 Sqm 831.23

micron and tensile strength of 8.0 kN/m that will be working as

separation or protecting layer, geocomposite having in plane flow

capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure

and tensile strength of 18 kN/m , with mass per unit area of 740 gsm,

supplied in the form of roll for easy transportation to site of work as per

detailed specification all complete as per directions of Engineer in

18 Providing and filling sand behind abutments and between returns in

layers as directed. 114.00 Cum 467.68

19 Providing and fixing in postion TMT Fe-550D Corrosive Reinforcement

Steel (CRS) bars of various diameter for all RCC works in Abutment cap

& Dirt wall, Pier Cap as per detailed design & drawing and schedule

including cutting, bending, hooking the bars, binding with 18 SWG GI

wires or tack welding (Only for piles) and supporting as requried with all 33.00 MT 77515.66

lifts etc. complete including cost of all labour, materials, tools, plants,

equipment etc. all complete as directed by engineer and as per

20 Providing and casting in situ controlled cement concrete M-300 for

R.C.C. solid slab including centering, scaffolding, curing and finishing

complete. (Note: Cost of Mix design and admixture if required, not 488.00 Cum 5611.57

payable separately)

21 Providing and casting-in-situ controlled cement concrete M-300 for

approach slab including formwork curing and finishing complete.

(Note: Cost of Mix design and admixture if required, not payable 21.00 Cum 5417.81

22 Providing and casting in situ controlled cement concrete M-400 for

average 100 mm thick wearing coat laid as directed dincluding tamping,

vibrating, finishing, curing and fillingin joints with bitumen complete. 61.00 Cum 5718.24

(Note: Cost of Mix design and admixture if required, not payable

23 Providing and fixing in postion TMT Fe 550D Corrosive Reinforcement

Steel (CRS) bars of various diameter for all RCC works in superstructure

as per detailed design & drawing and schedule including cutting,

bending, hooking the bars, binding with 18 SWG GI wires or tack

welding (Only for piles) and supporting as requried with all lifts etc. 77.50 MT 77515.66

complete including cost of all labour, materials, tools, plants, equipment

etc. all complete as directed by engineer and as per specification.

24 Providing and fixing in position Mild steel dowel bars in piercaps or

abutment caps for anchorage in fixed end as per detailed drawings 36.00 Nos 341.29

including cutting, bending and welding complete.

25 Providing and fixing in position Mild steel dowel bars in piercaps or

abutment caps for anchorage in free end as per detailed drawings 36.00 Nos 399.70

including cutting, bending and welding complete.

26 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced

cement concrete crash barrier at the edges of the road, approaches to

bridge structures and medians, constructed with M-400 grade concrete

with TMT Corrosive Reinforcement Steel (CRS) 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 162.00 Rmt 4644.99

built and installed as per design given in the enclosure to MOST circular

No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions

in the approved drawing and at locations directed by the Engineer, all as

specified). (Note: Cost of Mix design and admixture if required, not

payable separately)

27 Providing and applying one coat Epoxy Phenolic primer of DFT

micron and two coats of Epoxy Phenolic coating of DFT 100 microns

each or any other equivalent epoxy coating system to all concrete

surfaces for Crash Barrier including cost of material, labour,

transportation, scaffolding and preparing the surfaces by cleaning, 978.00 Sqm 344.06

washing, brushing, sand/ grit blasting etc. complete and as directed by

Engineer and as per specification. ( Paint shall be got approved from

Engineer and tested from approved laboratory).

28 Providing Yellow and Black Patta three coats including distempeing

three coats with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing the surface 614.00 Sqm 91.90

free from mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth as per instruction

of Engineer Incharge.

29 Providing and Fixing RCC M-300 architecture pylons at end of Approach

structures including all materials, labour, Fe-550D TMT CRS

reinfocement laying ,ramming,curing etc. Complete as per detailed 3.00 Cum 5486.44

working drawing M 250 - for architecture pylons at end of approach.

30 Providing and placing in position Corrosive Reinforcement Steel (CRS)

Fe500D bar including cutting, bending, hooking, and tying complete as

per detailed drawing.(B) T-Beam and Deck slab type of superstructure 0.30 MT 77515.67

(I) Deck slab (II) Main and cross Girder.

31 Providing P.V.C. 100 mm diameter water spouts including necessary

iron gratings as per drawings. 30.00 Nos 159.37

32 Providing and laying Double walled corrugated pipes(DWC) of

Polyethylene (Conforming to IS: 14930-II) of 150 mm Dia. with fittings

and necessary connecting accessories of same material at required 162.00 Rmt 205.03

depth for laying table below Crash Barrier etc. Complete as per specs

and as directed by Engineer-In-Charge.

33 Providing and carrying out load test on bridge deck with simulated

loading including provision, placing and removal of loading, supplying,

fixing and removing deflection measuring instruments etc. complete

with platforms for fixing the instruments etc. complete as per the 150.00 MT 169.92

details supplied and specification and as directed by Engineer and

including submission of required results in triplicate after satisfactory

completion of the load test.

34 Providing and fixing metal expansion joints as per drawings. Details 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 59.00 Rmt 2013.95

35 Providing and fixing marble slab including engraving and painting

complete. (i) Size 75cm x 60cm x 4cm.

36 Providing flood gauge marks on substructure as per design including

painting complete. 10.00 Rmt 163.02

37 Cat Eye / Road Stud/RPM: Supplying Raised Pavement Markers 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 D4280 Type H and complying

to Specifications of Category A of MORTH Circular No RW/NH/33023/10-

97-DO iii 11061997 The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum reflective area of 13 321.00 Nos 217.40

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 color of the

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

38 Earthwork for embankment including 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 1071.00 Cum 172.31

depression which occur during the process using power roller 8T to

10T.(D) From Borrow area within 2.0KM. lead

39 Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed upto 200 13.00 Cum 260.57

Meters from the end of cutting with all lead and lift.(i) Hard murrum.

40 Granular earth filling in approach (As per MOSRT&H section 3100)

including laying of earth as per Sp. For compaction in layers of 250 mm

thick loose layers and dressing (as per MOSRT&H Sp. Cl. 303.3.5) by

mechanical means using motor grader including watering the earth to

bring the earth upto required OMC including rolling with the use of 104.00 Cum 408.04

vibratory roller when earth is at suitable moisture content with desired

field density (Modified proctor test) The material for filling shall confirm

to IRC Highway Research Special Report No-16

41 Providing and casting in situ controlled Cement Concrete M-300 for

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

vibrating, ramming and curing complete. (Note: Cost of Mix design and 346.00 Cum 4879.51

admixture if required, not payable separately)

42 (Provision of an Reinforced cement concrete crash barrier at the edges

of the road, approaches to bridge structures and medians, constructed

with M-20 grade concrete with HYSD 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 1994 as

per dimensions in the approved drawing and at locations directed by

the Engineer, all as specified) (i) M 25 grade concrete

43 Providing and casting-in-situ ordinary cement concrete M-200 for R.C.C.

Raft and cut-off walls including necessary shuttering laying, vibrating, 17.00 Cum 4615.20

ramming and curing complete.

44 Providing panel wall for dry stone pitching in uncourased rubble

masonary with had stone of approved quality in cement. mortar 1.5 46.00 Sqm 2650.76

including curing etc, complete.

45 Providing and laying Filter material underneath pitching in slopes

complete as per drawing and Technical specification

46 Supplying, stacking & spreading Quarry spall on road side for hard side

shoulder of work as per specification including rolling & watering 304.00 Cum 882.74

47 Providing , laying and spreading 150 mm Granular sub base (Grade-I) by

providing close graded B.T.M.C. material single layer with motor

graderon prepared surface, mixing by mix in place method with 193.00 Cum 1951.09

rotovator at OMC and compacted with vibratory roller 80 to 110 kn

static weight to achive desire density etc. completed.

48 Providing and laying compacted WBM of Grading-I MCBT metal of size

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

13.2mm size and 8% stone dust as filler including spreading watering & 32.00 Cum 1976.57

consolidation by vibratory roller etc. as per MoRTH

49 Providing and laying compacted WBM of Grading - II MCBT metal of size

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 & 25.00 Cum 1866.48

consolidation by vibratory roller etc. as per MoRTH Specification

compelete as directed by Engineer - in - Charge.

50 Providing & laying Bituminous grout 37.50 mm thick with asphalt of

grade 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 19.00 MT 3210.79

cost of all materials,Asphalt,aggregates, labour Charges,royalty charges

etc.completed as directed. including flushing key aggregate @0.13

51 Providing laying and rolling 25 mm thick open graded premixed

bitumineous carpet with B.T. aggregate 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.

52 P & L Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips 6mm size

& binder grade VG-30 content at the rate of 4.50 % by total weight of

mix . Hot mix laying process is including heating the asphalt aggregate

continuous batching, transporting the mix and spreading the same by 9.00 MT 4853.05

paver finisher & consolidation with power roller including providing

necessary fire wood, oil, lubricant, labour charges, higher charges of

machinery etc, complete.

53 Providing and fixing guard stone as per I.R.C. type design including white

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

54 Road marking with hot applied thermoplastic paints with 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 22.00 Sqm 367.72

should Povide liminance coefficinet on cement 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 criterla for night time reflectivity, wet reflectivity and skid

resistance as mentloned in the section-15 of IRC 35-2015 warrenty for

retro reflectivity shall be two years.

55 Village name/ Bump Ahed sign :-Providing and fixing sing boards made

out of 2mm aluminium sheet; size 90 x 60cms. rectangle as 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 refiective 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 2.00 Nos 5045.36

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

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

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

56 Distance Informatory/ Destubatuib sign :Providing and fixing sing

boards made out of 2mm aluminium sheet; size 180 x 120cms.

rectangle as 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 refiective 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 3.00 Nos 10926.57

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)...

57 Regulatory/Mandatory signs :Providing and fixing sing boards 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 refiective 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 75x75x6mm as required; 3.00 Nos 3439.81

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

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

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

58 Chevron sign :-Providing and fixing sign boards made out of 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 75 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 5.00 Nos 3711.75

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 sheeting

59 Clearing and Grubbing Road Land .(Clearing and grubbing road land

including uprooting rank vegetation, grass, bushes, shrubs, saplings and

trees girth up to 300 mm, removal of stumps of trees cut earlier and

disposal of unserviceable materials and stacking of serviceable material 1.00 Hector 28455.09

to be used or auctioned up to a lead of 1000 metres including removal

and disposal of top organic soil not exceeding 150 mm in thickness.) (By

Mechnical Means)

60 Earth work for embankment for 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 depressing, 564.00 Cum 160.14

which occurs during the process using power roller of 8 tonne to

tonne all as per specification.

61 Providing and applying evenly Tack coat with bitumin Emulsion (RS1) on

prepared surface of granular base including cleaning of road surface and

spraying primer at the rate of 2.50kg/10Smt using mechanical means

62 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as per

M.O.R.T.&H. gradation) & bitumen grade 60/70 for mixing at the rate of

5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix & with michenical

sprayer including heating & mixing in drum mix plant & transporting

mix material & spreading the same with paver finisher & consolidation 17.00 MT 5345.45

with vibratory roller of 8 tone to 12 tone & flushing sand or stone dust

at the rate of 0.03 Cum./10 Sqm. including cost of fuel, hire charges,

wood, kerosene, labour charges etc. & with contractor's own machinery

& plant including supplying etc. complete.

63 Diversion sing board :-Providing & Fixing sign 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 4.00 Nos 6798.31

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)...

64 Supplying and fixing reinforced concrete heavy duty non-pressure 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 / 1971 Class NP4 of 50.00 Rmt 6621.26

following internal diameter.

(iv) 1200 mm dia.

In Words: Three Crore Fifty Six Lakh Six Thousand Eight Hundred Ninety Five Rupees and Ninety One Paise.

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

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

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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 The amount of dismentalled credit materials at Rs. 787806.29 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrete & Asphalt at his own cost

before execution as directed and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Kadana Lunawada