BHADAR-1 IRRIGATION SCHEME. Construction of Box Type Culvert on Bhadar-1 Main Canal Section-2 Near Mota Gundala Village Near Balaji Hanuman Road( Ch.55430 mts of Main Canal).

NAME OF WORK :-

Construction of Box Type Culvert on Bhadar-1 Main Canal Section-2 Near Mota Gundala Village Near Balaji Hanuman Road( Ch.55430

mts of Main Canal).

BILL OF QUANTITIES (SCHEDULE - B)

(A) Percentage Rate Tender (Upto Rs. 50 Crore)

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

1 Removing the damaged precast CC block lining breaking the joints,removingg 244.80 Sqmt 74.00 Rupees: Seventy Four

the same sorting and stacking of useful and unuseful material in measureable Only.

conditions from the dismantled material up to lead of 200mt as directed up to

7.50 cm thick incl all

2 Excavation in all sort of strata and formations incl. depositing the unuseful 348.00 Cum 83.00 Rupees: Eighty Three

excavated stuff as and where directed incl sorting and stacking useful materials Only.

as directed upto 30 mt lead etc. complete incl. dewatering. (Depth 0 TO 3.0 mt)

(For all type canal & foundation trenches of C.D. works)

(A) IN OVERBURDEN INCL. HARD MURRUM.

3 Prov. and laying in position Controlled cement concrete using cement sand and 130.00 Cum 5766.00 Rupees: Five Thousand

crushed aggragates by mass and machine mix for R.C.C./C.C. work including Seven Hundred Sixty

necessary formwork, centering, scaffolding, compaction by vibrators using as Six Only.

directed with all lead and lift etc completed Excluding the cost of reinforcement.

FOR CSY & DSY BARREL

(a) Concrete grade M-20 and MSA-20mm

4 Providing and laying in position Controlled cement cocrete using cement sand 45.00 Cum 4698.00 Rupees: Four Thousand

and crushed aggragates by mass and machine mix for R.C.C./C.C. work Six Hundred Ninty Eight

including necessary formwork, centering, scaffolding, compaction by vibrators Only.

using as directed with all lead and lift etc completed Excluding the cost of

FOR PLINTH COURSE AND COPPING

(c) Concrete grade M-20 and MSA-20 mm

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

5 Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, 23.00 Cum 3816.00 Rupees: Three

sand and crushed aggregate by mass and machine mix for C.C. work incl. Thousand Eight

necessary formworks centring scaffolding compaction by mechanical vibrator, Hundred Sixteen Only.

curing as directed with all lead & lift etc complete.

FOR GENERAL PURPOSE

(c) Concrete grade 1:2:4 and MSA-40mm

6 Providing, cutting, bending, binding and fixing in position as per drawing TMT 12.70 M.T. 76574.00 Rupees: Seventy Six

BAR reinforcement for R.C.C. works and anchor bars incl cost of black annealed Thousand Five Hundred

16 to 18 BWG M.S. Wire etc. complete with all lead and lift. Seventy Four Only.

7 Supplying, stacking and spreading of crushed stone aggregates, chippings of 20.00 Cum 951.81 Rupees: Nine Hundred

hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious Fifty one & Ps.Eighty

and organic matter (for W.B.M.) and grading as per I.R.C. code with avg.15 K.M. one Only.

Lead including filling the boxes.

8 Supplying, stacking and spreading of Machine crushed stone aggregates, 5.00 Cum 810.23 Rupees: Eight Hundred

chippings etc. of 6 to 10 mm size of hard stone free of disintegrated pieces, Ten & Ps.Twenty Three

deleterious and organic matter (for WBM) and grading as per I.R.C. code with Only.

avg. 15 Km. lead. Including filling the boxes.

9 Prov. and Laying in position Controlled cement concrete using cement, sand and 24.00 Cum 4540.00 Rupees: Four Thousand

crushed aggregate by mass and machine mix for R.C.C/CC work including Five Hundred Forty

necessary formworks centering scaffolding compaction by mechanical Only.

vibrator,curing as directed with all lead & lift etc complete Excluding the cost of

reinforcement but filling the expantion joint with asphalt.

FOR WEARING COATS

a. Concrete grade M-20 and MSA-20 mm.

Item Description of Item Quantity Unit Estimated Rate Amount

No. (with brief specification and reference to book of specifications) In Figure In words

10 Back filling with appropriated excavated material behind the structure or refilling 185.00 Cum 84.00 Rupees: Eighty Four

the trenches with excavated useful material including watering ramming , Only.

consolidation etc complete with all lead and lift.

Rupees: Twenty Two Lac Fifteen Thousand Eight Hundred Thirty Four & Ps. Thirty Five Only

I/We are willing to carry out the work at …………………………………………………………...% above/below percent (should be written in figure and words) of the estimated rates

mentioned above. The amount of my/our tender works out as under;

*Estimated amount put to tender Rs. ……………… *Estimated amount put to tender Rs. ………………

Deduct : ……… % below Rs. ………………. Add : ……… % above Rs. ……………….

Net : Rs. ……………… Total : Rs. ………………

In words : Rupees ………………………………………………………………………… In words : Rupees………………………………………………………

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.thereforeinR.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.

Executive Engineer

Signature of contractor. Rajkot Irrigation Division