Construction of major bridge across Dhatarwadi river in place of old existing bridge on Badhada Thordi Rajula road (SH-34) between Ch. 66/6-8, Dist.: Amreli. (2nd Attempt)

Name of Work : Construction of major bridge across Dhatarwadi river in place of old existing bridge on Badhada Thordi Rajula road (SH-34) between Ch. 66/6-8,

BILL OF QUANTITIES

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

1 Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, 0.750 Hect. 28455.09

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

unserviceable materials to be used of auctioned up to 1000 meters including removal of top

organic soil not exceeding 150 mm in thickness.

By mechanical means in area of light jungle

2 Providing flood gauge marks on substructure as per design including painting complete. 10.000 Rmt. 156.34

3 Providing and laying filter media 600mm thick or Geosynthetic Drain as directed at the back of 986.000 Sq.Mt. 1239.35

abutments, returns walls, retaining wall, etc as per technical specifications.

4 Providing Weep holes in RCC abutment and returs by using A.C.pipe of 100 mm including laying 994.000 No. 56.13

in proper grede and jointing the complete as per detail specification.

5 Providing and filling sand behind abutments and between returns in layers as directed. 562.000 Cu.Mt. 562.08

6 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or 670.000 Cu.Mt. 611.32

sticky, clays and other similar strata including shoring, strutting and dewatering as necessary and

depositing of the excavated stuff as directed for all lead, back filling the excavated pit by

approved excavated material etc. complete as per specification.

Depth upto 3.0 m below GL

7 Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including 1529.000 Cu.Mt. 716.55

shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed

for all lead, back filling the excavated pit by approved excavated material etc. complete as per

Depth upto 3.0 m below GL

8 Excavation for foundations Piers, Abutment in hard rock by dry - wet blasting and chiseling 392.000 Cu.Mt. 1675.31

including dewatering, preparing foundation base by proper benching and stepping, deposing the

excavated stuff as directed for all lead, back filling the excavated pit by approved excavated

material etc. complete as per specification.

Prohibited Blasting

9 Empty boring through all sorts of strata for providing 1.20 mt diameter RCC bored piles to 117.000 Rmt. 4025.40

requrired depth including providing necessary casing pipe with all plants and equipments as

required complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

10 Providing and filling in foundation with ordinary cement concrete M15 grade (53 Grade) and 413.000 Cu.Mt. 3798.46

providing necessary pin headeres including formwork, vibrating, ramming, compaction, leveling,

curing, etc. complete.

11 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 1540.000 Cu.Mt. 3785.04

12 Providing and laying controlled cement concrete M40 (53 Grade) for RCC bored piles of 1.20 MT 133.000 Cu.Mt. 5159.59

diameter including ramming, vibrating and finishing complete.

13 Conducting low strain pile integrity testing on RC Bored foundation piles using pile integrity 10.000 No. 1212.00

tester equipment manufactured by Pile Dynamics Inc. of USA of TNO of Netherland or equivalent

that confirms to ASTM D5882.

14 Chipping and dressing of the RCC piles upto cut-off level (Min. 1D) including cleaning of 13.000 Cu.Mt. 930.35

reinforcement and removal of dismantled materials, etc. for providing pile caps as directed by

Engineer and as per specification.

15 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles including applying 11.000 M.T. 47323.73

protective coating as per drawing and specification and as directed by Engineer

16 Load testing of foundation piles including loading with necessary kentledge of any other suitable 2.000 No. 35767.11

method as per detailed drawing as directed by enggineer.

17 Providing and laying controlled cement concrete M40 (53 Grade) for RCC pilecap including 730.000 Cu.Mt. 5370.17

necessary formwork vibrating curing and finishing complete with 20mm down coarse aggregate

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

mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as

per specification and drawing.

18 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 605.150 M.T. 74007.91

Fe 550D grade) with fusion bonded epoxy coating bar conforming to IS 1786 of all categories for

following items of various components including cutting, bending, hooking and tying with

gauge mild steel binding wires, supporting in position to ensure lines and levels during

concreting, maintaining proper cover / spacing etc.

For RCC Bored Piles, Piers, Abutments, returns, counterfort, pier cap, dirt wall, T-Beam and

Deckslab type of superstructure (I) Deck slab & (II) Main and cross Girder, RCC Crash Barrier,

Approach Slab, Wearing Coat, RCC Retaining wall footing, Retaining wall, Median Kerb etc.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

19A Providing and casting in-situ controlled cement concrete of M40 (53 Grade) grade for RCC work 337.000 Cu.Mt. 5719.63

in piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required

size for heights mentioned below including, centering, shuttering, scaffolding wherever

necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

(a) Height from 0 to 5m

19B (b) Height from 5 to 10m 250.000 Cu.Mt. 6045.86

19C (c ) Height from 10 to 15m 40.000 Cu.Mt. 6367.35

20 Providing and casting in-situ controlled cement concrete of M40 (53 Grade) grade for RCC work 441.000 Cu.Mt. 5800.43

in pier cap, dirt wall etc with 20mm down coarse aggregate of the required size for heights

mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing

in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully,

making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed

and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-

in-charge, etc. complete as per specification.

21 Providing and casting in situ or precast controlled Cement Concrete M-45 (53 Grade) for PSC 1143.000 Cu.Mt. 7790.42

Precast Girder & Cast in Situ Deck slab Diaphragm in Super structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, finishing, lauching or shifting complete with

F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as

per specification.

For T-Beam and Deck slab type

22 Providing and fixing in position to exact profile high tensile steel wires of required ultimate 35.000 M.T. 72402.66

strength including bending, cutting, tying providing necessary standard and anchorages,

sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and

machinery complete.

23 Providing and fixing in position fully moulded restrained elastometric Bearings as per detailed 1152000.000 Cu.Cm. 0.90

24 Providing and casting in-situ controlled cement concrete of M40 grade(53 Grade) for RCC Crash 256.000 Cu.Mt. 5362.09

barrier with 20mm down coarse aggregate of the required size including formwork, placing in

position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

25 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement 60.000 Rmt. 3434.00

upto 70 mm, 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.

26 Carrying out load test of super structure as directed including all necessary materials plant 150.000 M.T. 169.92

equipement, instruments, labour and arrangements for test directed.

27 Providing and casting in-situ controlled cement concrete of M30 (53 Grade) grade for approach 40.000 Cu.Mt. 5467.13

slab with 20mm down coarse aggregate of the required size including formwork, placing in

position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

28 Providing and casting in-situ controlled cement concrete of M40 (53 Grade) with C3A content 170.000 Cu.Mt. 5793.36

5% to 8%)grade for 75 mm thick wearing coat laid as directed with 20mm down coarse aggregate

of the required size including formwork, placing in position, temping vibrating, curing, finishing

and filling in joints with bitumen etc. complete.

29 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 40.000 No. 159.37

30 Providing and fixing marble slab including engraving letters / numbers, painting complete. 2.000 No. 1012.65

Size 75cm x 60cm x 4cm

31 Diversion of water course, providing cofferdam and bund or island as may be necessary for 9.000 No. 295884.55

foundation and maintaining the same for the period as may be necessary.

32 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base 3360.000 Sq.Mt. 249.47

reinforcement of having minimum tensile strength 30kN/m & 40 Kn/m in the longitudinal and

transverse direction and confirming to MORTH specifications 703, laid in layers below approach

slab, above or in WMM layer of flexible pavement, etc. with all necessary tools to complete the

work as per drawing.

33 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron 487.000 M.T. 7296.24

to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

34 Providing Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with 2152.000 Sq.Mt. 803.34

paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic

cooker and laid to required level and slope after cleaning the surface, including providing

antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal

size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center

in both directions, pressed into surface when the temperature of surfaces not less than 1000C,

protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.) including cleaning

of deck surface, transporting the hot mix to work site, spreading, leveling and alignment etc.

complete, all as per MORTH specification.

35 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all 5720.000 kg 131.83

type sections, in framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete as per the structural designs and directions of

Engineer in charge

36 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 2890.000 Sq.Mt. 281.79

of reqd. thickness as per specifications to all concrete surfaces in contact with earth in

foundation including all cost of material, labour, transportation and preparing the surfaces by

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

specification. (Paint shall be got tested from approved laboratory).

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

37 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 9390.000 Sq.Mt. 255.53

100 micron) of Anti-Carbonation Paint (ACP) of makes as per tender and shade/colour in

geometric design as approved by Engineer-in-charge, including cleaning cleaned of all traces of

mould oil, laitance, salt deposits by mechanised means and is dry and echanically sound,

removing of existing applied paint and its primer coating, removing dirt, dust, oil, grease,

efflorescence The surface should be thoroughly scrubbed using power tools, washing with clean

water jet to remove any salt deposit. The surface preparation also includes, (i) Sealing of Cracks

with poly sulphide base sealant (ii) Surrounding of drain pipes to be filled with cement sand

mortar and with polymer bonding agent (iii) filling of potholes/ honey combs with epoxy

modified cementitious sealing mortar. All the materials to be used should be of reputed certified

manufacturers also including applying 50 micron DFT primer coat of anti carbonation as per the

makes listed in the tender, including all type of scaffolding, safety accessories, labour, all

materials, lead, lift, tools, plants, taxes, testing etc to execute the work as directed, etc.

38 Earth work for embankment including breaking clods, dressing with all lead and lift and including 2855.000 Cu.Mt. 177.91

watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,

including filling the depressing, which occurs during the process using power roller of 8 tonne to

10 tonne all as per specification.

39 Earth work for embankment for Subgrade with CBR 8% including breaking clods, dressing with all 1158.000 Cu.Mt. 183.09

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 occurs during the process using

power roller of 8 tonne to 10 tonne all as per specification.

40 Providing and laying 200 mm Granular Sub Base (Grading-5) by providing coarse graded material 455.000 Cu.Mt. 1021.11

of grading as per Morth Spection (5th Revision), spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per MORTH specification.

41 Providing and casting in situ controlled Trimix cement concrete M40 for 200mm thick laid as 455.000 Cu.Mt. 7281.09

directed with 20mm down coarse aggregate of the required size including reinforcement,

formwork, placing in position, temping vibrating, curing, finishing and filling in joints with

bitumen etc. complete as directed by Engineer In charge.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

42 Excavation for foundations of Retaining wall in sand, gravel, clay, soft soils, soft soils, murrum, 4540.000 Cu.Mt. 716.55

hard murrum, boulders, very stiff or sticky clays, etc.. including shoring, strutting and dewatering

as necessary and depositing of the excavated stuff as directed for all lead, back filling the

excavated pit by approved excavated material etc. complete as per specification.

43 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing 604.900 Cu.Mt. 5020.71

of Retaining wall with 20mm down coarse aggregate of the required size for any depth including

dewatering, scaffolding / centering, shuttering, mixing, placing in position, consolidating with

mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as per specification and drawing.

44A Providing and casting in-situ controlled cement concrete of M35 grade for RCC Retaining wall & 388.000 Cu.Mt. 5627.72

Box Culvert with 20mm down coarse aggregate of the required size including formwork,

shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

(a) Height from 0 to 5m

44B (b) Height from 5 to 10m 66.500 Cu.Mt. 5953.95

45 Providing and casting in-situ controlled cement concrete of M20 grade for RCC Retaining wall & 40.000 Cu.Mt. 5227.36

Box Culvert with 20mm down coarse aggregate of the required size including formwork,

shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

46 Providing and filling rubbles including hand packing and filling interstices with quarry spalls 520.000 Cu.Mt. 1094.11

behind abutments and between returns as directed.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

47 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal 2500.000 Cu.Mt. 1717.00

Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size,

Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm,

mechanically edged/selvedged with partitions at every 1m interval and shall have minimum

numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of

diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least

dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.

48 Providing and fixing Geo-Synthetic Drain behind retaining wall passport instruction of site 780.000 Sq.Mt. 131.30

49 Providing and filling sand behind Gabion Wall in layers as directed. 1760.000 Cu.Mt. 562.08

50 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 210.000 Cu.Mt. 3003.74

weighing not less than 40 kg in Concrete M15 between Box & curtain wall.

51 Informatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium sheet / 4mm 2.000 No. 3990.60

ACP (Aluminumcomposite Panel); size 80 x 60 cms rectangular as per designof IRC-67-2012. Pre

treated with phospheting process & acidetching; coated with one coat of epoxy primer and two

coats ofbest quality epoxy paint ;reflectorised with Micro PrismaticGrade retro

refiectivesheeting of Type-11 as per ASTM D-4956and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 75x 75 x 6mm / 65NB Circular MS Pipe as required and framefabricated from

suitable size iron angle of 35 x 35 x 3mm;painted with bestquality epoxy coatings in black and

whitebends. The details of symbol foreach board shall be as pertheinstruction of engineer in

charge. The fixing at site shall bein 1:2:4 CC blockof size 45 x 45 x 60 Cms. for eachleg.including

excavation, curing etc.complete under thesupervision of engineer in charge. A warranty for

years forthe Retro reflective sheeting from original manufacturer & acertified copy of 3 year

outdoor exposure test report from thirdparty test lab for the product offered shall be submitted

bycontractor. (A) Class-C Type-11 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

52 Cautionary Warning Sign:- Providing and fixing sign boardsmade out of 2mm aluminium sheet / 2.000 No. 3906.20

4mm ACP (Aluminumcomposite Panel); size 90 x 90 x 90 cms. equilateral triangle asper design of

IRC-67-2012. Pre treated with phosphetingprocess & acid etching; coated with one coat of epoxy

primerand two coats of best quality epoxy paint ;reflectorised withMicro Prismatic Grade retro

refiectivesheeting of Type-11 asper ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtrlong

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe asrequired and frame fabricated from

suitable size iron angle of35 x 35 x 3mm; painted with bestquality epoxy coatings inblack and

white bends. The details of symbol foreach boardshall be as per theinstruction of engineer in

charge. The fixingat site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. foreach leg.including

excavation, curing etc.complete under thesupervision of engineer in charge. A warranty for

years forthe Retro reflective sheeting from original manufacturer & acertified copy of 3 year

outdoor exposure test report from thirdparty test lab for the product offered shall be submitted

bycontractor. (B) Class-B Type-4 Retro Reflective sheeting

53 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 2.000 No. 3518.70

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 sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

54 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 160.000 Sq.Mt. 367.72

providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising

glass beads @ 250 gms per Sq.m. area, thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The White color marking

should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt

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 section-15 of IRC-2015 Warrenty For Reflectivity shall be Two Year.

55 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 180.000 No. 326.23

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 D 4280 Type H and complying to

Specifications of Category A of MORTH Ci,cular No RW/NH/33023/10-97- DO III Dt 11.06.

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

strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30 +/- 2 mm) from the body is ro be a ninimum value of 500 Kgf:

Fixing will be by drilling holes on the road for the Shanks to go inside, Without nails and using

epoxy resin based adhesive as per manufacrurer's recommendation and The color of the marker

should be as per he IRC 35-201S and as directed by Engineer-In-charge.

56 Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated 160.000 Rmt. 3468.34

sheet metal beam rail 70 cm above road/ground level fixed on ISMC channel vertical post

150mm x 75m x 5mm size erected at 1.5Mt. 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

chsnnel section 150x75x5 mm,330mm long complete as per clause

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

57 Earth work for embankment including breaking clods, dressing with all lead and lift and including 25000.000 Cu.Mt. 160.14

watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,

including filling the depressing, which occurs during the process using power roller of 8 tonne to

10 tonne all as per specification.

From borrow pits within all lead & lift

58 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 1779.000 Cu.Mt. 3345.58

including necessary shuttering laying, vibrating, ramming and curing complete.

59 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 770.000 Rmt. 7795.55

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 following internal diameter. 1400 mm

60 Providing and filling rubbles including hand packing and filling interstices with quarry spalls 426.000 Cu.Mt. 1094.11

behind abutments and between returns as directed.

61 Dewatering for Foundation and allied works,foundation areas, pits, trenches etc incl cost of 26400.000 Hp-hrs 27.27

pumping machineries, pipe lines, labours diesel/electricity/DG set, etc complete.

62 Dismentaling & Carting away (Including all lead and lift) the earthwork used in the construction 25000.000 Cu.Mt. 58.58

bund as per direction of Site in Charge.

63 Dismantling the existing structure including removing and stacking the dismantled material for 1350.000 Cu.Mt. 930.35

all lead as directed. by Engineer-in-Charge

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………………………………

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

* (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

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 credit for crushed metal at Rs.5,02,224.50 Shall be deducted from R.A. Bills.

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division