BHADAR-I IRRIGATION SCHEME. Construction of C.T. Crossing cum Box Culvert At Bhadar Main Canal Ch.67146m and Ch.69596m in Bhadar Sectin-3, Dhoraji

NAME OF WORK :-

Construction of C.T. Crossing cum Box Culvert At Bhadar Main Canal Ch.67146m and Ch.69596m in Bhadar Sectin-3, Dhoraji.

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 Dismantling Stone/brick masonry & stacking of useful and unuseful material 70.00 Cum 616.00 Rupees: Six Hundred

from the dismantled materials as directed etc complete. Sixteen Only.

(a) In Cement Mortar

2 Dismantling of R.C.C.work Viz. slab beam, lintal, barrel, staircase etc, Including 10.00 Cum 1362.00 Rupees: One Thousand

removing the steel from the dismantled portion without damage to Three Hundred Sixty

reinforcement sorting and stacking of useful and unuseful material from the Two Only.

dismantled material as directed etc comp.

3 Excavation in all sort of strata and formations incl. depositing the unuseful 214.00 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.

4 Prov. and laying in position Controlled cement concrete using cement sand and 112.00 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

5 Providing and laying in position Controlled cement cocrete using cement sand 43.00 Cum 4698.00 Rupees: Four

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

including necessary formwork, centering, scaffolding, compaction by vibrators Ninty Eight 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

6 Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, 30.00 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

7 Providing, cutting, bending, binding and fixing in position as per drawing TMT 9.50 M.T. 76574.00 Rupees: Seventy Six

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

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

8 Supplying, stacking and spreading of crushed stone aggregates, chippings of 29.40 Cum 677.08 Rupees: Six Hundred

hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious Seventy Seven & Ps.

and organic matter (for W.B.M.) and grading as per I.R.C. code with avg.25 Eight Only.

K.M. Lead including filling the boxes.

9 Supplying, stacking and spreading of Machine crushed stone aggregates, 6.20 Cum 535.50 Rupees: Five Hundred

chippings etc. of 6 to 10 mm size of hard stone free of disintegrated pieces, Thirty Five & Ps. Fifty

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

avg. 25 Km. lead. Including filling the boxes.

10 Prov. and Laying in position Controlled cement concrete using cement, sand 36.00 Cum 4540.00 Rupees: Four

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

necessary formworks centering scaffolding compaction by mechanical Forty 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.

11 Rehandling the excavated stuff incl stacking as and where directed for all sort 303.00 Cum 59.50 Rupees: Fifty Nine &

of soil, soft murrum, hard murrum, soft rock, hard rock etc. for specified lead Ps. Fifty Only.

as under and all lift incl loading unloading transportation etc complete without

rolling and watering.

(c) Lead 500mt. to 1 km

Item Description of Item Quantity Unit Estimated Rate Amount

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

12 Earthwork in embankment from borrow pits in all sorts of soil and soft murrum 237.00 Cum 78.00 Rupees: Seventy Eight

or other suitable strata as directed incl breaking clods and dressing to the Only.

design section with lead as under and all lift incl.site clearance etc comp. For all

canal capacity & without rolling and watering

200 to 1000 mt. lead

13 Dismetling charges of existing steel structure of gate & its parts at site & 0.09 M.T. 4126.10 Rupees: Four

stacking the at site properly. Thousand One Hundred

Twenty Six & Ps. Ten

14 Providing & Laying in position Controlled cement concrete using cement, sand 32.00 Sqmt 340.00 Rupees: Three Hundred

and crushed aggregate by mass and machine mix for C. C. work in canal lining Fourty Only.

including necessary form works centering scaffolding compaction by plate

vibrator, curing as directed with all lead & lift etc. complete including dressing

the bed and trimming the canal section if required and minor filling with murrum

/ earth as per site condition to the correct profile, including providing bitumen

joints as per drawing and specified interval.(Without using paver machineries.)

(d) For 7.50cms thick cast-in-citu canal lining in M-15 grade of conc.with MSA-

20mm without sleepers.

Rupees: Nineteen Lac Ninety Eight Thousand Six Hundred Seventy Three & Ps. Ten 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