S.R. to Ahmedabad-Kuha-Kathlal-Balashinor-Lunawada-Santrampur-Zalod-Kushalgadh Road Km. 174/200 to 187/200 (Working Ch. 174/200 to 174/500) Dist. Dahod (Providing H. P. drain)

Name of Work :- S.R. to Ahmedabad-Kuha-Kathlal-Balashinor-Lunawada-

Santrampur-Zalod-Kushalgadh Road Km. 174/200 to 187/200 (Working Ch.

174/200 to 174/500) Dist. Dahod (Providing H. P. drain)

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 247.00 Cum 160.89

stacking of useful materials and disposing off the excavated stuff within all

lead and lift for all sorts of soil.

2 Providing and laying in foundation cement concrete 1:4:8 (1 cement : 4 19.00 Cum 2679.92

coarse sand : 8 hand broken stone aggregates 40 mm. nominal size) and

curing complete excluding cost of form work in foundation and plinth.

3 Providing and laying controlled cement concrete M-150 for curing 57.00 Cum 3861.37

complete excluding cost of formwork and reinforcement for reinforced

concrete work in foundations, footings, base of columns and mass

4 Providing and laying in position for I.S.I. Mark Fe-500D T.M.T. bar 1.425 M.T. 73858.69

reinforcement including cutting, bending, hooking and tying complete as

per detailed drawing for the following (A) Piers (B) Abutments (C) R.C.C.

5 Supplying and fixing reinforced concrete heavy duty nonpressure pipes 30.00 Rmt. 6621.25

with collars for culverts 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. (vii) 1200mm dia.

6 Filling available excavated earth (excluding rock) in trenches, plinth, sides 208.00 Cum 137.47

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

each deposited layer by ramming and watering.

7 Filling in pipes / trenches with sand under floors including watering, 19.00 Cum 419.81

ramming, consolidating and dressing complete.

8 Providing 10mm thick cement plaster in single coat on brick/concrete wall 154.00 Sq.m. 120.22

for plastering upto floor two level and finished even and smooth in Cement

Mortar 1:6 (1-Cement : 6-Sand).

9 White washing with lime on wall surfaces (two coats) to give an even shade 148.00 Sq.m. 12.99

including thoroughly brooming the surface to remove all dirt, dust, mortar

drops and other foreign matter.

10 Providing & laying weep hole in Abutments and returns by using A.C. pipe 80.00 No. 49.24

of 100mm including laying in proper grade and jointing the completed as

per detailed specification.

11 Providing and laying rubble for apron (each stone weighting not less than 30.00 Cum 1004.98

40Kg.) including and packing and filing in the interestices with quarry

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

12 Providing and laying 50 mm thick Bituminous Macadam with B.T. 61.88 M.T. 2442.18

aggregate as per MORTH specification and using emulsion RS-1 as per IS

8887: for tack coat @ 2.50 Kg. / 10 Sq.m. with mechanical sprayer and bulk

asphalt VG-30 for mixing @ 34.00 Kg. / M.T. i.e. 3.40% of total weight of

mix including heating and mixing the aggregate and asphalt in continuous

of drum mix plant and hot laid process spreading the same by paver

finisher and consolidation with roller as per MORTH specification to

achieve desire density, including providing all materials equipments, tools

and plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant and paver finisher etc.

13 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 21.56 M.T. 2011.92

using specified graded crushed black trap stone aggregates as per MORTH

gradation using VG-30 (60/70) bulk bitumen for mixing at the rate of 5.0%

(50 Kg./M.T.) by hot mix process in drum mix plant and hot laid process

using paver finisher to the required camber and grade including rolling with

vibratory roller to achieve desired density including cost of clearing using

fire wood, oil, kerosene, labour charges and hire charges of machineries

14 Road marking with hot applied thermoplastic paints with reflectorising glass 310.00 Sq.m. 367.72

beads on bitumen surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms 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

streaks and holes. Zebra patta / bump patta lane / center line/ edge line/cut

patta. The white color marking should provide luminance coefficient on

cement road shall be min 130 mcd/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 resistance as mentioned in the section-15 of IRC 35-

2015. Warranty for the retro reflectivity should be two years.

i.e. Rs. Ten Lacs, Fourteen Thousand, Two hundred Twenty Two and Eighty 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

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.

It. Item of Work Qty. Unit Rates in Total

No. Figure Amount

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Dahod Dahod Dahod