Construction of New Bridge on Sayan-Kadrama road (Ch. Km 8/2 to 8/4 and 10/0 to 10/6) Dist.Surat.

Name of Work :- Construction of New Bridge on Sayan-Kadrama road (Ch. Km 8/2 to 8/4 and 10/0 to 10/6)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

1 Dismentaling the existing structure including removing and stacking 521.00 Cu.m. 955.41

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

2 Dismentaling the existing structure including removing and stacking 1260.00 Cu.m. 420.92

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

3 Diversion of watercourse / providing cofferdam and bund or island as 3.00 Each 360489.20

may be necessary for foundation and maintaining the same for the

period as may be necessary. For Bridge at CH 10/0 to 10/6

4 Diversion of watercourse / providing cofferdam and bund or island as 3.00 Each 167235.80

may be necessary for foundation and maintaining the same for the

period as may be necessary. For Bridge at CH 8/2 to 8/4.

5 Diversion of watercourse / providing cofferdam and bund or island as 2.00 Each 50500.00

may be necessary for foundation and maintaining the same for the

period as may be necessary. For Road Diversion

6 Demarkation of road alingment including marking out road line by 1.77 Km. 2706.50

providing and fixing wooden pegs or steel rod of required size at

every 25 M to 50 M. including excavating trenches ion both sodes of

0.30 m. x 0.30M. including supplying of labours and all materials for

every work etc. complete.

7 Providing flood gauge marks on substructure as per design including 13.00 Rmt. 167.03

painting complete.

8 Providing masonry steps with cement pointing on approaches as 164.00 Steps. 235.51

9 Filling available excavated earth / wethered rock in trenches, sides of 5545.90 Cu.m. 136.92

foundations etc. in layers not exceeding 20 cm in depth consolidating

each disposited layer by ramming and watering.

10 Excavation for foundation in sand, gravel, clay soft soils & murrum 8926.30 Cu.m. 526.15

etc. including sorting and strutting and dewatering as necessary and

disposing of excavated stuff as directed. (A) Depth up to 3.0 M.

11 Excavation for foundation in sand, gravel, clay soft soils & murrum 498.90 Cu.m. 616.34

etc. including sorting and strutting and dewatering as necessary and

disposing of excavated stuff as directed. (B) Depth from 3.0 m to

12 Empty boring through all sorts of strata for providing 1.20 Mt. 1579.00 Rmt. 5558.72

diameter R.C.C. bored piles to required depth required depth

including providing necessary casing pipe with all plants and

equipments as required complete.

13 Providing 6mm thick steel liner for piles including fabricating and 33.90 M.T 47323.73

setting out as per detail drawing as directed.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

14 Providing and laying controlled cement concrete of M 35 for R.C.C. 1788.00 Cu.m. 4989.40

bored piles of 1.20 mt dia. including ramming, vibrating and finishing

excluding T.M.T Reinforcement complete.

15 Providing and fixing in position Fe 550D TMT for R.C.C. bored piles 507.00 M.T 81022.67

as per detailed drawing, including cutting, bending hooking tying and

welding complete and including forming the cage and lowering it in

16 Initial load test for pile in accordance with IS 2911 including 4000.00 M.T 187.38

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc. with

all labour, material, tool & plants, equipment, machinery etc.

complete as per drawing & specification as directed by the Engineer.

17 Routine load test pile in accordance with IS 2911 including 4.00 Nos. 35767.11

installation of loading platform & preparation of pile head or

construction of test cap & dismantaling of test cap after test etc. with

all labour, material, tool & plants, equipment, machinery etc.

complete as per drawing & specification as directed by the Engineer.

18 Conducting Pile low strain integrity test as per ASTM D 5882- 96 58.00 Nos. 2100.00

code of American Society for Testing on cast in situ RCC pile of

1200 mm diameter inclusive of analysis with all contractors

equipment, manpower, site preparation, lead and lifts etc. complete as

per standard procedure and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and consumable

required & Mobilization of equipment.

19 Providing & filling in foundation as base course with ordinary cement 881.50 Cu.m. 3695.59

concrete of M-15 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

20 Providing and casting in situ Ordinary cement concrete M- 35 for 944.00 Cu.m. 5164.13

R.C.C. Pile cap including necessary shuttering laying, vibrating,

ramming and curing complete.

21 Providing and casting in situ Ordinary cement concrete M-35 for 18.00 Cu.m. 4901.53

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

vibrating, ramming and curing complete.

22 Providing and fixing in position of steel grade FE-550D (TMT) for 26.10 M.T 81325.81

R.C.C. Raft Including cutting hooking, tying, welding etc., complete

as per detailed drawing and specification.

23 Providing and casting in situ controlled cement with of M35 for 2940.20 Cu.m. 5508.54

R.C.C. work in piers and abutment as per drawing including centering

shuttering scaffolding where necessary laying vibrating curing and

finishing complete. 0.0m TO 5.0m Height.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

24 Providing and casting in situ controlled cement with of M35 for 108.20 Cu.m. 5831.74

R.C.C. work in piers and abutment as per drawing including centering

shuttering scaffolding where necessary laying vibrating curing and

finishing complete. 5.0m to 10.0m Height & above.

25 Providing and casting in situ controlled cement concrete M-35 for 143.70 Cu.m. 5283.31

R.C.C. box, Approach slab & Retaining Wing wall as per drawings

including centering huttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.

26 Providing and fixing in position fully moulded restrained elastometric 1032192.00 Cu.Cm. 1.00

Bearings as per detailed drawings.

27 Providing and casting in situ controlled cement concrete of M 35 420.00 Cu.m. 5905.47

Mix for R.C.C. works in pier cap abutment cap and dirt wall

including controlled cement concrete M 40 bed block or pedestals of

required drawings, centering shuttering, scaffolding wherever

necessary laying vibrating curing and finishing complete.

28 Providing and fixing in position TMT (FE-550D) bar reinforcement 314.37 M.T 81325.81

including cutting, bending, hooking, tying, welding etc., complete as

per detailed drawing and specification. For pier, Abutments,

Aburment cap, pier cap, sesmic arrester, Pedestal.

29 Providing and casting in situ or precast controlled Cement Concrete 978.00 Cu.m. 7724.95

M-45 for prestressed concrete work in Super structure including

centering, shuttering, curing, scaffolding, ramming, vibrating,

finishing, lauching or shifting complete. (I) Solid Slab. (II) Deck

Slab. (III) Main Girders. (IV) Diaphragm or cross girder.

30 Providing and fixing in position steel bar reinforcement for Super 156.50 M.T 82181.57

Structure of steel grade FE-550D (TMT) including cutting, bending,

hooking, tying, welding etc., complete as per detailed drawing and

31 Providing and fixing in position to exact profile high tensile steel 37.70 M.T 72402.66

wires of required ultimate strength including bending, cutting, tying

providing necessary standard and anchorages, sheathing, stressing,

grouting, ducts as per detailed drawing including necessary plant and

machinery complete.

32 Providing and casting in situ controlled cement concrete of M 40 for 208.90 Cu.m. 5661.05

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with bitumen

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

33 Provision of an Reinforced cement concrete crash barrier at the edges 355.00 Rmt 7787.10

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

with M-40 grade concrete with TMT Fe-550D reinforcement with

epoxy coating conforming to IRC:21 and dowel bars 25 mm dia,

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 as per drawing attached.

34 Providing G.I. 100 mm. diameter water spouts including necessary 44.00 Each 536.03

iron gratings as per drawings.

35 Providing and fixing marble slab including engraving and painting 4.00 Each 1012.65

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

36 Providing and casting in situ controlled cement concrete of M 35 for 79.00 Cu.m. 5439.86

approach slab including form work curing and finishing complete.

37 Providing and fixing in position FE 550D TMT bar reinforement 32.00 M.T 80710.13

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath. (C) R.C.C. Approch

slab. (D) Wearing Coat.

38 Modular Strip / Box Seal Joint (Providing and laying of a modular 47.00 Rmt 2057.37

strip Box steel expansion joint including anchorage catering to a

horizontal movement beyond 70 mm and upto 140mm, complete as

per approved drawings and standard specifications to be installed by

the manufacturer / supplier or their authorised representative ensuring

compliance to the manufacturer's instructions for installation.)

39 Providing & laying weep hole in Abutments and returns by using 1390.00 Each 89.20

A.C. pipe of 100mm including laying in proper grade and jointing the

completed as per detailed specification.

40 Providing and laying Filter Media 600mm Thick directed at the back 2374.93 Sq.m. 1311.18

of Abutment, return and wing walls as per detailed specification.

41 Providing and laying Pitching on slopes laid over prepared filter 640.00 Cu.m. 1051.41

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications.

42 Providing and laying rubble for apron (each stone weighing not less 296.10 Cu.m. 1083.81

than 40 Kg.) including hand packing and filling in the interstices with

43 Providing and laying Filter material underneath pitching in slopes 255.60 Cu.m. 877.69

complete as per drawing and Technical specification.

44 Providing and laying of Extruded Bioaxial Polypropylene Geogrid 30 3875.00 Sq.m. 248.77

KN as per clause no 3102.8 and approval design and specification

with accesories like tie strips,nuts & bolts and loops / lugs for joining

reinforcing elements with the facia, pannels and overlaps and other

protective elements as per detailed specification.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

45 Providing fusion bonded Epoxy coating not less than 175 micron 622.95 M.T 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-13620-

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

(A) 10mm to 16mm dia bar.

46 Providing fusion bonded Epoxy coating not less than 175 micron 416.03 M.T 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-13620-

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

(B) 20mm to 32 mm dia bar.

47 Clearing and grubbing road land including uprooting rank vegetation, 0.80 Hectare 28455.09

grass, bushes, shrubs, saplings and trees of girth upto 300 mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials (I) By Mechanical means in area of light jungle.

48 Box cutting the road surface to proper slope and camber for making a 189.00 Cu.m. 215.62

base for road work including removing the excavated stuff and

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

49 Removing of existing bituminous layers up to required width and 127.40 Cu.m. 766.69

depth by using Cold milling machine including hauling and stock

piling excavated material as and where directed etc. complete.I51

50 Back filling between returnwall shall be selected soil having 10643.10 Cu.m. 504.42

properties as C=0Kg/Sq. ∅>30° 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 depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From Borrow area

within 3.0KM lead.

51 Construction of compacted coarsed granular subbase 200 mm thick 1177.20 Cu.m. 1103.43

(Grade-I crushed B.T materials of 53 mm to 26.5 mm @ 35 %,

mm to 4.75 mm @ 45%, Below 2.36 mm @ 20%) by providing close

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

of a mix material to work site, spreading uniform layers with motor

grader on prepared surface and compacting with vibratory power

roller to achieve desire density, complete clause as per

52 Providing and laying wet mix base course macadam 250 mm in Two 1471.40 Cu.m. 1304.69

layer using machine crushed chips as per required gradation mixing

with required optimum quantity of water conveying the mix to site

and spreading to grade and camber with mechanical paver

consolidation by vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

53 Providing and laying 60 mm DBM in single layer using crushed stone 984.20 M.T 3194.76

aggregate BT chips as per required gradation and using emulsion

asphalt as a tack coat @ 2.5 kg / 10 sqmt and the VG-30 grade asphalt

at 45 kg/MT) by total weight of mix hot laid process using hot mix

plant including heating and mixing asphalt & materials by drum mix

process transporting the mix and laying by paver finisher including

consolidation with vibratory roller including cost of material, labour,

machinery equipment and fuel, oil, lubricant for plant and machinery

using contractors own plant and machineries etc. complete.

54 Providing and laying 30 mm Bitumen concrete using crushed stone 513.60 M.T 3493.92

aggregate BT chips as per required gradation and the VG 30 grade

asphalt at 54 kg/MT) by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt & materials by hot

mix process transporting the mix and laying by paver finisher

including consolidation with vibratory roller including cost of

material, labour, machinery equipment and fuel, oil, lubricant for

plant and machinery using contractor's own plant and machineries etc.

55 Providing and applying priming coat with emulsion SS1 grade at the 6305.50 Sq.m. 58.89

rate of 7.50 kg / 10 Sq.mt. including cost of asphalt and preparing the

surface heating and applying etc. complete.

56 Providing and applying tack coat with emulsion RS1 grade at the rate 825.00 Sq.m. 13.24

of 2.50 kg / 10 Sq.mt. including cost of asphalt and preparing the

surface heating, and applying etc. complete.

57 Road marking with hot applied thermo plastic paints with 166.00 Sq.m. 367.73

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick includlng

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

2.5mm is excluding of surface applied glass beds as per IRC-35

The finished surface to be level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center line/edge line/cut patta. The

white color marking should provide liminance coefficent on cement

road shall be min 130mcd/m2/lux and Asphalt road shall be min

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 resistnce as mentioned in the section 15 of

IRC35-2015. warrenty for retro reflectivity shall be two years.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

58 Providing and laying of Plastirib - T or equivalent raised profile edge 2493.00 Each 827.19

line marking (audible warning) with hot applied thermoplastic road

marking compound according to IRC 35 - 2015, Clause 7.7, with

2mm thick base coat layer above that ribs profile size of lenght 40mm

X width 140mm X Height 6 mm thick (Total 8 m thick) at the

distance of 500 mm between two ribs including reflectorizing glass

beads @ 250 gm/ sq.mt area. The minimum and maximum width of

raised profile should be 150 mm. The thickness of 8 mm profile

should be exclusive of surface applied glass beads. The finished

surface to be levelled, uniform and free from streaks and holes to be

applied on edge lines.

59 Supply and Apply Rumbble Strips Road marking with hot applied 112.00 Sq.m. 1684.68

thermoplastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 8mm 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.

60 Cautionary Warning Sign :-Providing and fixing sign boards made 15.00 Each 3906.19

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

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

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

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

epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

61 Hazard Marker Sign :-Providing and fixing sign boards made out of 12.00 Each 3518.69

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

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

with phospheting process & acid etching; coated with one coat of

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

with High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T. Specifications; 1.8mtr

long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of

35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

62 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 10.00 Nos. 3540.13

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

Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pre

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

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

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

63 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 16.00 Each 3711.75

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 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.

64 Providing and fixing hectometer as per I.R.C. type design including 4.00 Each 356.50

painting lettering etc. complete fixing in C.C. 1:5:10.

65 Providing and erecting a 'W' metal double beam crash barrier 919.00 Rmt 5707.51

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 center to center, 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 confirm 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

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

66 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers 362.00 Each 217.41

made of polycarbonate and ABS moulded body and reflective panles

with micro prismatic lens (No Glass lens) capable of providing total

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

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

Complyinh to Specification 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 20mm, 130 mm and 130mm and with

minimum reflective area of 13 sqcm on each side and the slope to the

base shall be 35+/-5 degrre. 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.

67 Providing and casting in situ ordinary cement concrete M-20 for 65.00 Cu.m. 4307.75

Kerbs / Kerb blocks including formwork, curing and finishing

68 Steel work, welded in built up sections framed work inpection 40000.00 Kgs. 91.08

platform, ladder including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A) In beams and

joists,channels angles Tees, flats, with connecting plates or angle

cleats as in main and cross beams. Hip and jack rafters,purlins

conneted to common rafters and the like.

69 Painting two coats (excluding priming coat) on new steel and other 1000.00 Sq.m. 68.57

metal surface with synthetic enamel paint, brushing to give an even

shade including cleaning the surface of all dirt, dust and other foreign

70 Carrying out load test of super structure as directed including all 900.00 M.T 169.92

necessary materials plant equipement,instruments, labour and

arrangements for test directed.

71 Boulder apron laid in wire crates (Providing and laying of boulder 1998.00 Cu.m. 1531.16

apron laid in wire crates made with 4mm dia GI wire conforming to

IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally)

including 10% extra for laps and joints laid with stone boulders

weighing not less than 40 kg each.)

(Rupees Twenty Crore Ten lakh Forty Seven Thousand Nine Hundred One and Ninety Two Paise Only.)

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Item Description of Item (with brief specification and reference to Rate In

Quantity Unit Amount

No. book of specifications) figures

Note 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.

Note 2:- GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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

Note 5:- An amount of `.4,78,591.00 (Rupees Four lakh Seventy Eight Thousand Five Hundred Ninety One Only) towards

estimated credit value of dismentaling shall be recovered from the 1st R.A. Bill of this work.

Signature of Bidder Deputy Executive Engineer

Surat (R&B) Sub Division No.3,

Deputy Executive Engineer Executive Engineer

Bardoli (R&B) Sub Division Surat (R&B) Division No.2,