Construction of new minor bridge near Valasan village adjacent to old mnb at ch. 8/0 to 9/0 on Dhrafa - Valasan - Paneli road (SH-229) road Km. 0/0 to 10/6, Ta.: Jamjodhpur, Dist.: Jamnagar.

Name of Work : Construction of new minor bridge near Valasan village adjacent to old mnb at ch. 8/0 to 9/0 on Dhrafa - Valasan - Paneli road (SH-229) road Km.

0/0 to 10/6, Ta.: Jamjodhpur, Dist.: Jamnagar.

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, 0.200 Hect. 28455.10

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. 171.00

3 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 648.000 Sq.Mt. 1268.86

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- 650.000 No. 88.76

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. 450.000 Cu.Mt. 516.43

6 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or 510.000 Cu.Mt. 625.88

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 746.000 Cu.Mt. 733.62

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 170.000 Cu.Mt. 1715.19

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

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

No. specifications) Figure

9 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 77.000 Cu.Mt. 3789.70

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

10 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 90.000 Cu.Mt. 3786.55

11 Providing and fixing Mid Steel dowel bars of 32 mm dia for anchoring by drilling holes in 280.000 Rmt. 450.07

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

complete as per detailed drawing and as directed.

12 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 310.000 Cu.Mt. 4918.70

& 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.

13 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 158.200 M.T. 73698.35

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 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.

14A Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, 240.000 Cu.Mt. 5525.71

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

14B (b) Height from 5 to 10m 90.000 Cu.Mt. 5851.94

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

No. specifications) Figure

15 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in pier cap, 60.000 Cu.Mt. 5605.50

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.

16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. work in super structure 250.000 Cu.Mt. 5650.95

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.

17 Providing and laying TAR paper below solid slab 50.000 Sq.Mt. 69.69

18 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier 45.000 Cu.Mt. 5353.00

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

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

19 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 14.000 No. 341.29

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

20 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 14.000 No. 399.70

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

21 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by 36.000 Rmt. 611.13

Engineer-in-charge

22 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 40.000 Cu.Mt. 5457.03

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

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

23 Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm thick 40.000 Cu.Mt. 5783.26

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.

24 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

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

Size 75cm x 60cm x 4cm

26 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base 2600.000 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 175 micron thickness and up to 300 micron 114.950 M.T. 10162.62

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

28 Providing masonry steps with Cement Pointing on approaches as directed. 180.000 No. 235.99

29 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 1600.000 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).

30 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less 1590.000 Sq.Mt. 254.65

than 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.

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

No. specifications) Figure

31 Diversion of water course, providing cofferdam and bund or island as may be necessary for 1.000 No. 160747.56

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

32 Earth work for embankment including breaking clods, dressing with all lead and lift and 1957.000 Cu.Mt. 182.14

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.

33 Earth work for embankment for Subgrade with CBR 8% including breaking clods, dressing with 519.000 Cu.Mt. 187.13

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.

34 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 273.000 Cu.Mt. 4918.70

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

35A Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall & 175.000 Cu.Mt. 5525.71

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

35B (b) Height from 5 to 10m 32.500 Cu.Mt. 5851.94

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.

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

No. specifications) Figure

* 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.

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Jam Jodhpur Jamnagar