Construction of major bridge in place of existing bridge on MDR to Jasapar Habiyasar road (Road length Km. 3/200) between Ch. 2/800 to 3/000, Dist.: Surendranagar

Name of Work : Construction of major bridge in place of existing bridge on MDR to Jasapar Habiyasar road (Road length Km. 3/200) between Ch. 2/800 to 3/000,

Dist.: Surendranagar.

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, 0.400 Hect. 28393.05

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. 12.000 Rmt. 148.89

3 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 824.000 Sq.Mt. 1180.34

walls, retaining wall, etc as per technical specifications.

4 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 823.000 No. 53.45

corrodible grating and geotextile, extending through the full width of the structure with slope of

1V:20H etc. complete as per drawing and technical specification.

5 Providing and filling sand behind abutments and between returns in layers as directed. 360.000 Cu.Mt. 490.47

6 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or 711.200 Cu.Mt. 582.21

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 3366.000 Cu.Mt. 682.44

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 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 219.100 Cu.Mt. 3615.09

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

9 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 1006.200 Cu.Mt. 3652.55

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

No. specifications) Figure

10 Providing and fixing Mid Steel dowel bars of 32 mm dia for anchoring by drilling holes in 750.000 Rmt. 448.27

foundation strata including necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

11 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing 512.100 Cu.Mt. 4821.74

& Pedestal of abutment, pier, return wall, etc 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.

12 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 299.750 M.T. 73302.68

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 Foundation in Pier, Return wall, Abutment, returns, counterfort, pier cap, dirt wall, RCC Solid

SLab, RCC Crash barrier, approach slab, wearing coat, Footpath, Kerb, Retaining Wall Footing,

Retaining Wall, Median Kerb etc.

13A Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in piers, 279.000 Cu.Mt. 5393.40

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

13B (b) Height from 5 to 10m 146.000 Cu.Mt. 5705.49

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

No. specifications) Figure

14 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in pier cap, 186.100 Cu.Mt. 5472.18

dirt wall etc and Pedestal and Seismic Arrester in M40 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.

15 Providing and casting in situ controlled cement concrete M-300 for R.C.C. work in super 861.900 Cu.Mt. 5536.82

structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing

complete. (A) RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by

Engineer-in-charge complete as per specification.

16 Providing and laying TAR paper below solid slab 160.000 Sq.Mt. 69.69

17 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier 149.000 Cu.Mt. 5180.29

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

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

18 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 54.000 No. 339.88

anchorage in fixed end as per detailed drawings including cutting, bending and welding

19 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 54.000 No. 396.27

anchorage in free end as per detailed drawing including cutting, bending and welding complete.

20 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 84.000 Rmt. 611.13

21 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 27.000 Cu.Mt. 5268.16

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

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

22 Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm thick 87.800 Cu.Mt. 5592.37

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.

23 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 50.000 No. 159.37

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

No. specifications) Figure

24 Providing and fixing marble slab including engraving letters / numbers, painting complete. 2.000 No. 986.27

Size 75cm x 60cm x 4cm

25 Diversion of water course, providing cofferdam and bund or island as may be necessary for 9.000 No. 151500.00

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

Diversion by channel

26 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base 1770.000 Sq.Mt. 352.49

reinforcement of having minimum tensile strength 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

27 Providing fusion bonded Epoxy coating not less than 175micron thickness and up to 300 micron 236.500 M.T. 6206.45

to reinforcement barsas per IS-13620-1993/ASTM-775 M including testing ofcoating at plant and

28 Earth work for embankment including breaking clods, dressing with all lead and lift and 1272.000 Cu.Mt. 152.51

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

tonne to 10 tonne all as per specification.

From borrow pits within land width

29 Earth work for embankment for SUBGRADE with CBR 8% including breaking clods, dressing with 599.000 Cu.Mt. 182.62

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 occurs during the process using

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

30 Construction of 200 mm Granular Sub Base (Grading- VI) by providing coarse graded material of 351.000 Cu.Mt. 838.30

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.

31 Providing, laying, spreading and compacting graded stone aggregate to 250 mm of Wet Mix 291.000 Cu.Mt. 994.85

Macadam (WMM) specification including premixing the material with water at OMC in

mechanical mix plant carriage of mixed material by tripper to site, laying in uniform layers with

paver in sub base / base course on well prepared surface and compacting with vibratory roller to

achieve the desired density.

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

No. specifications) Figure

32 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 1713.000 Sq.Mt. 56.56

the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface

using mechanical brooms.

33 Providing & laying 50 mm DENSE GRADED BITUMINOUS MACADAM with drum Mix Plant using 134.000 M.T. 3037.07

crushed aggregates of specified grading, premix with bituminous binder VG-40 Grade @ 4.5 per

cent by weight of total mix and filler, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling

with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction

complete, including providing & applying of tack coat @ 0.25 kg/sq.m., all as per MORTH

34 Providing & laying 40 mm BITUMINOUS CONCRETE with Drum Mix type Plant using crushed 112.000 M.T. 3374.41

aggregates of specified grading, premix with bituminous binder VG-40 Grade @ 5.5 per cent by

weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic

paver finisher with sensor control to the required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, all

as per MORTH specification.

35 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 403.300 Cu.Mt. 4728.82

of Retaining wall & Box Culvert 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

36 Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall & 268.500 Cu.Mt. 5300.48

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 upto 5m

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

No. specifications) Figure

37 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 40.000 Rmt. 6621.26

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP4 of following internal diameters.

38 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 2.000 No. 3889.60

x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of engineer in charge.(A) Class B Type -

39 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 2.000 No. 3906.20

size 90 x 90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach board shall be as per theinstruction 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.(C)

Class B Type - 4 ..............

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

No. specifications) Figure

40 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 120.000 Sq.Mt. 367.72

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

glass beads @ 250 gms per sqm 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.

41 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 132.000 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.

42 Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated 40.000 Rmt. 3344.11

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

43 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 700.000 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).

44 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 3080.000 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.

45 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 550.000 Sq.Mt. 157.98

appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded

premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or

13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line,

grade and level to serve as wearing course on a previously prepared base, including mixing in a

suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing

to required level and grade. ) TYPE A

46 Dismantling the existing structure including removing and stacking the dismantled material for 302.400 Cu.Mt. 389.74

all lead as directed. by Engineer-in-Charge

(a) Masonary Works

47 (b) RCC Works 176.400 Cu.Mt. 886.05

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

No. specifications) Figure

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

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 dismentalled materials at Rs.91,293.58 Shall be deducted from R.A. Bills.

Deputy Executive Engineer Executive Engineer

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

Surendranagar Surendranagar