Reconstruction of High level Major bridge on Ujjal river on Bamroli-Kantu-Sagarama Road Ch. 0/00 to 11/00 (W.S. 6/300 to 6/500) (M.D.R.) in District Dahod

No. Figure Amount

1 Dismentaling the existing structure including removing and stacking the 1537.30 Cum 952.51

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

2 Diversion of water course / providing cofferdam and bund or island as 7.00 No. 226371.30

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

the period as may be necessary.

3 Demarkation of road alignment including marking out road line by 1.20 Km. 2706.50

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

25 M to 50 M. including excavating trenches in both sides of 0.30 m. x

0.30M. including supplying of labours and all materials for every work

etc. complete.

4 Providing flood gauge marks on sub structure as per design including 10.00 Rmt. 166.90

painting complete.

5 Providing masonary steps with cement pointing on approaches as 34.00 Steps 235.99

6 Providing and filling sand inside abutment & between returns in layers as 139.00 Cum 478.82

7 Filling available excavated earth / weathered rock in trenches, sides of 3979.40 Cum 137.47

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

each deposited layer by ramming and watering.

8 Excavation for foundation in sand, gravel, clay soft soils & murrum etc. 6715.80 Cum 523.28

Including sorting and strutting and dewatering as necessary and

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

9 Empty boring through all sorts of strata including rock for providing 1.20 419.00 Rmt. 5689.36

mt. dia. R.C.C. bored piles to required depth including providing

necessary casing pipe with all plants and equipment's as required

10 Empty boring through in rock for providing 1.20 mt. dia. R.C.C. bored 499.00 Rmt. 10362.60

piles to required depth including providing necessary casing pipe with all

plants and equipment's as required complete.

11 Providing 6 mm thick Steel liner for piles including fabricating and setting 74.70 M.T. 47323.73

out as per detailed drawing as directed.

12 Providing and laying controlled cement concrete of M-35 for R.C.C. 1043.00 Cum 4900.52

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

excluding T.M.T. reinforcement complete.

13 Providing and fixing in position I.S.I. mark Fe 550D bar including 975.100 M.T. 102135.87

galvanising of reinforcing steel, is achieved by the hot dipping process.

The requirements of coating are as per IS-12594 for various structural

components as per detailed drawing, including cutting, bending, hooking,

tying and welding complete and including forming the cage and lowering

it in position. No extra payment shall Shall made for the lap & chair.

14 Static Load testing of foundation piles including loading with necessary 2000.00 No. 187.38

kentledge or any other suitable method as directed with all arregement &

equipment required.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

15 Dynamic Load testing of foundation piles including loading with 3.00 No. 35767.11

necessary kentledge or any other suitable method as directed with all

arregement & equipment required.

16 Conducting Pile low strain integrity test as per ASTM D 5882- 96 code of 52.00 No. 1212.00

American Society for esting on cast -in situ RCC pile of 1500 mm

diameter inclusive of analysis with all contractor's 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.

17 Providing and filling in foundation as base course with ordinary cement 1105.60 Cum 3578.43

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

including formwork vibrating ramming & curing complete.

18 Providing and casting in situ controlled concrete M-35 for R.C.C. pile cap 771.80 Cum 5077.27

including necessary form work, vibrating, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 298.00 Cum 5412.59

work in piers and abutment as per drawing including centering,

shuttering, scaffolding where necessary laying, vibrating, curing and

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

20 Providing and casting in situ controlled cement concrete M-35 for R.C.C. 25.00 Cum 5728.72

work in piers and abutment as per drawing including centering,

shuttering, scaffolding where necessary laying, vibrating, curing and

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

21 Providing and fixing in position fully moulded restrained elastomeric 1814400.00 Cu.cm 0.90

bearing as per detailed drawings. .

22 Providing and casting in situ controlled cement concrete M-35 mix for 463.00 Cum 5808.51

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

cement concrete M-40 bed blocks or pedestals and seismic arrester of

required drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

23 Providing precast controlled cement concrete M-35 for R.C.C. work in 1711.60 Cum 5980.21

super structure including centering, shuttering, scaffolding, ramming,

vibrating, curing and finishing complete. (A) T Beam and Deck slab type

of super structure (II) Main and cross Girder

24 This item includes providing and operating a launcher for the erection 1711.60 Cum 4508.64

and launching of the bridge superstructure using methods such as

incremental launching and crane erection with the aid of launching

girders. The scope of work also includes :

• Casting of the superstructure at the designated casting yard,

• Loading and unloading of girders,

• Transportation of girders from the casting yard to the bridge site,

• Execution of preparatory works, Carrying out the launching operations,

ensuring proper alignment during erection,

• Implementation of safety measures and Adherence to quality control

procedures throughout the process.

• All works shall be executed in accordance with the approved drawings,

specifications, and relevant standards, ensuring structural integrity and

safety at every stage.

25 Providing and casting in situ controlled cement concrete M-40 for 195.50 Cum 5565.10

average 100 mm. thick wearing coat laid as directed including tamping

vibrating finishing curing and filling in joints with bitumen complete.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

26 Provision of an Reinforced cement concrete crash barrier at the edges of 355.40 Rmt. 12103.84

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

M-40 grade concrete with Fe-550D with fusion bonded epoxy coating

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 desgn

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

27 Providing railing of controlled cement concrete M-35 as per detailed 178.00 Rmt. 1399.86

drawings with necessary reinforcement including shuttering, laying,

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

28 Providing and laying chequered precast cement concrete tiles 22mm 267.00 Sq.m. 545.76

thick with aggegate of sizes upto 6mm in floors, treads of steps and

landings on 20mm thick bed of C.M. 1:6 (1-cement : 6- sand) or L.M.

1:1.5 (1-Lime putty : 1.5 coarse sand) joint with neat cement slurry with

pigments to match the shade of the tiles.

29 Providing G.I. 100mm dia. water spouts including necessary iron grating 70.00 No. 536.03

as per detailed drawing.

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

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

31 Providing and casting in situ controlled cement concrete M-35 for 50.00 Cum 5343.91

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

32 Modular Strip / Box Seal Joint (Providing and laying of a modular strip 69.00 Rmt. 2057.37

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)

33 Providing and laying filter media 600mm as directed at the back of 751.00 Smt 1268.86

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

34 Providing and laying weep holes in abutment and returns by using A.C. / 512.00 No. 49.25

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

completed as per detailed specification.

35 Construction of footpath / separator by providing a 150 mm compacted 267.00 Sq.m. 904.00

granular sub base as per clause 401 and 25 mm thick cement concrete

grade M15, over laid with precast concrete tiles in cement mortar 1:3

including provision of all drainage arrangements but excluding kerb

36 Providing and laying Pitching on slopes laid over prepared filter media 37.02 Cum 1051.41

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

as per drawing and Technical specifications.

37 Providing and laying Filter material underneath pitching in slopes 18.51 Cum 877.69

complete as per drawing and Technical specification.

38 Providing and laying rubble for apron (each stone weighing not less than 1388.52 Cum 97.97

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

39 Providing and laying of extruded Bioaxial Polypropylene Geogrid 30 KN 1615.00 Sq.m. 249.07

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.

40 Carrying out load test of super structure as directed including all 400.00 M.T. 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

41 Steel work, welded in built up sections framed work inpection platform, 36.00 M.T. 91084.83

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.

42 Painting two coats (excluding priming coat) on new steel and other metal 1500.00 Sq.m. 69.15

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

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

43 Providing parapet of ordinary cement concrete M-20 as per detailed 177.70 Rmt. 1062.05

drawings with necessary reinforcement including shuttering, laying,

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

44 Providing and applying anti carbonation, anti fading, mold resistant, heat 7970.64 Sq.m. 123.97

insulating, and 100% acrylic breathable decorative external waterproof

coating of approved shade having Viscosity @ Room Temperature by

Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to

sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance properties for

coating materials and coating systems for exterior masonry and concrete

as per DIN EN 1062-6 (2002- 2010) by a NBA Grade "A" accredited

institution.

45 Clearing and grubbing of road land including up rooting rank vegetation 0.20 Hect. 28455.09

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

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

by mechanical means in area of light jungle.

46 Earth work for embankment having CBR not less than 5% including 306.60 Cum 446.42

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 8 T to 10 T.

C = 0 Kg/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 8 T to

10 T. (E) From borrow area with all lead & lift.

48 Construction of compacted coarsed granular subbase 150 mm thick 443.90 Cum 1558.43

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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

49 Construction of 150 mm thick compacted coarsed granular subbase by 443.90 Cum 1619.54

providing coarse graded machine crushed B.T. material satisfying MOST

specification (Grade-V crushed B.T. stone aggregate 53 mm to 26.5 mm

4.75 mm below @ 37.5%) including spreading in uniform layer 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 etc. complete.

50 Providing and laying wet mix base course macadam 250 mm in Two 739.80 Cum 1499.85

layer (each layer 125mm) 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.

51 Providing and laying 80 mm thick DBM in single layer using crushed 546.60 M.T. 3129.99

stone aggregate B.T. chips as per required gradation and the VG-30

grade asphalt at 40 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 & filler (2%) etc. complete.

52 Providing and laying 40 mm Bitumen concrete using crushed stone 284.10 M.T. 3763.87

aggregate B.T. chips as per required gradation and using 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. complete.

53 Providing and applying priming coat with emulsion SS1 grade at the rate 2970.50 Sq.m. 60.30

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

heating and applying etc. complete.

54 Providing and applying tack coat with emulsion RS1 grade at the rate of 2970.50 Sq.m. 13.74

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

heating and applying etc. complete.

55 Road marking with hot applied thermoplastic paints with reflectorising 103.00 Sq.m. 367.72

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 2015. 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 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 resistnce as mentioned

in the section 15 of IRC 35-2015. warrenty for retro reflectivity shall be

two years.

56 Supply and apply Rumble Strips Road marking with hot applied 40.00 Sq.m. 1811.94

thermoplastic paints with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound 8 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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

57 Cautionary Warning Sign :- Providing and fixing sign boards made out of 2.00 No. 3906.19

2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size

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

Micro Prismatic grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr 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 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 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

58 Hazard Marker Sign :- Providing and fixing sign boards made out of 4.00 No. 3518.69

2.0mm aluminium sheet / 3mm ACP (Aluminum composite panel) size

90 x 30 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 reflective sheeting of Type-4 as per ASTM D-

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 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 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

59 Regulatory / Mandatory Sign :- Providing and fixing sign boards made 2.00 No. 3540.12

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 Micro

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr 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 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 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

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

60 Chevron sign :- Providing and fixing sign boards made out of 1.5mm 8.00 No. 3711.75

aluminium sheet / 3mm ACP (Aluminum composite panel) size 60 x

cm 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

reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required 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 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.

61 STOP Sign :- Providing and fixing sign boards made out of 2mm 1.00 No. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 cms.

Octagonal as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. specifications 3.6mtr long stand post of iron angle

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

from suitable size iron angle of 35 x 35 x 3mm, painted with best quality

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

62 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.

63 Providing and erecting a "W" metal beam crash barrier comprising of 3 390.30 Rmt. 4955.06

mm thick corrugated sheet metal beam rail, 70 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level,

all steel parts and fitments to be galvanised by hot dip process, all fittings

to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

64 Cat Eye / Road Stud / RPM : Supplying of Molded Twin Shanks Raised 134.00 No. 326.23

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable of providing total

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

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

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt. 11.06.1997. The height, width and length

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

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

be 35 +/- 5 degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not

less than 30+/- 2 mm) from the body is to be a minimum value of

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.

65 Providing and casting in situ controlled cement concrete of M-35 for 1729.00 Cum 5411.91

R.C.C. retaining wall as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

66 Providing and casting in situ ordinary cement concrete M-200 for Kerbs / 16.00 Cum 4220.21

Kerb blocks including formwork, curing and finishing complete.

TOTAL Rs.

i.e. Rs. Eighteen Crore, Sixty Six Lacs, Seven Thousand, Four hundred Fifty Five and Thirty Five 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 dismantalled materials of amount of Rs. 6,17,466.35 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

Limkheda (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,

Limkheda Dahod Dahod