Construction of box culvert(30X4.2X4.2m) on Mesaniya check dam, Ta.: Jodiya, Dist.: Jamnagar. (2nd Try)

Name of Work : Construction of box culvert (30X4.2X4.2m) on Mesaniya check dam, Ta.: Jodiya, 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 Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other 1340.000 Cu.Mt. 625.88

similar strata including shoring and strutting and dewatering as necessary and disposing of the

excavated stuff as directed. 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.

2 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering 2260.000 Cu.Mt. 733.62

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

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

3 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing 5160.000 Cu.Mt. 1715.19

foundation base by proper benching and stepping and disposing of the excavated stuff as

directed.(B) prohibited Blasting work. for all lead, back filling the excavated pit by approved

excavated material etc. complete as per specification.

4 Box cutting the road surface to proper slope and camber for making a base for road work 700.000 Cu.Mt. 111.85

including removing the excavated stuff and depositing on the road side slope as directed upto

50Mt.lead. for all lead, back filling the excavated pit by approved excavated material etc.

complete as per specification.

5 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 775.000 Cu.Mt. 3789.70

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

6 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft, 2176.000 Cu.Mt. 4875.27

Walls & Top Slab, 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

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

No. specifications) Figure

7 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 247.000 M.T. 73828.78

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 Raft, Walls, Top Slab, Retaining wall with Foundation, Approach Slab etc.

8 Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H 226.000 Rmt. 427.97

Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1%

water absorption & compression recovery of 93% minimum as per specification for 20 mm wide

expansion joint including cutting to required size and shape at all levels etc. complete as

9A Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings 2692.000 Cu.Mt. 5217.59

including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing

(a) Height upto 5m

9B (b) Height 5m to 10m 18.000 Cu.Mt. 5543.41

10 Providing and laying ‐ Fitter Media 600mm thick directed at the back of abutments, returns and 885.000 Sq.Mt. 1268.86

wing walls as per detailed specifications.

11 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 890.000 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.

12 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 17.000 Rmt. 611.13

13 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 30.000 Cu.Mt. 5223.72

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

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

14 Providing and casting in-situ controlled cement concrete of M40 grade for wearing coat laid as 116.000 Cu.Mt. 5714.58

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.

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

No. specifications) Figure

15 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron 247.000 M.T. 10162.62

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

16 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 120.000 No. 159.37

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

18 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 576.000 Cu.Mt. 3003.74

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

19 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 1516.000 Cu.Mt. 1092.52

boulders weighing not less than 40 kg beyond curtain wall.

20 Providing and laying filter media 150mm thick as directed underneath pitching in slopes as per 260.000 Sq.Mt. 318.15

technical specifications.

21 Earthwork for embankment including breaking clods, dressing with all lead and lift and including 2229.000 Cu.Mt. 182.14

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

including filling the depression which occur during the process using power roller 8T to 10T.(E)

From Borrow area within 3.0KM. lead

22 Construction of Granular Sub Base (Grading- VI) by providing coarse graded material of grading 585.000 Cu.Mt. 678.72

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.

23 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 293.000 Cu.Mt. 3362.25

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

24 Providing and casting in situ controlled Trimix cement concrete M30 for 200mm thick laid as 585.000 Cu.Mt. 7096.26

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

25 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 2.000 No. 3990.60

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. (B) Class-B Type-4

Retro Reflective sheeting

26 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 Micro 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 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 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. A warranty for

years for the 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

by contractor. (C) 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

27 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 170.000 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.

28 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.

29 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 660.000 Rmt. 3468.34

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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 811)

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

No. specifications) Figure

30 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base reinforcement 1950.000 Sq.Mt. 352.49

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 drawing.

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.

Deputy Executive Engineer Executive Engineer

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