PHOPHAL-1 IRRIGATION SCHEME Construction of C.T. Crossing Cum Box Culvert at Ch. 4900 mt of Distrybutory D-2/T Canal in Phophal-1 Section-2, Dhoraji

NAME OF WORK :-

Construction of C.T. Crossing Cum Box Culvert at Ch. 4900 mt of Distrybutory D-2/T Canal in Phophal-1 Section-2, 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 40.00 Cum 616.00 Rupees: Six Hundred

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

(a) In cement mortar

2 Dismentalling of RCC work viz slab beam lintel barrel staircase etc including 12.00 Cum 1362.00 Rupees: One Thousand

removing the steel from the dismentlled portion without damage to Three Hundred sixty two

reinforcement sorting and stacking of useful and unuseful material from the only.

dismentalled material as directed etc comp.

3 Excavation in all sort of strata and formations incl. depositing the unuseful 73.00 Cum 83.00 Rupees: Eighty Three

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

materials as directed upto 30 mt lead etc. complete incl. dewatering. (Depth

(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 30.00 Cum 5766.00 Rupees: Five Thousand

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

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

vibrators using as 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

Item Description of Item Quantity Unit Estimated Rate Amount

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

5 Providing and laying in position Controlled cement cocrete using cement 6.00 Cum 4698.00 Rupees: Four thousand,

sand and crushed aggragates by mass and machine mix for R.C.C./C.C. six hundred ninety eight

work including necessary formwork, centering, scaffolding, compaction by Only

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

cost of reinforcement.

FOR PLINTH COURSE AND COPPING

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

6 Prov. & Laying in position "NOMINAL MIX' cement concrete using cement, 28.00 Cum 3816.00 Rupees: Three

sand and crushed aggregate by mass and machine mix for C.C. work incl. thousand, eight hundred

necessary formworks centring scaffolding compaction by mechanical sixteen Only.

vibrator, 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 3.32 M.T. 76574.00 Rupees: Seventy six

.TMT BAR, reinforcement for R.C.C. works and anchor bars incl cost of thousand, five hundred

black annealed 16 to 18 BWG M.S.. Wire etc.complete with all lead and lift. seventy four Only.

8 Prov. & Laying in position Controlled cement concrete using cement, sand 35.00 Sqm. 340.00 Rupees: Three Hundred

and crushed aggregate by mass and machine mix for C.C Work in canal forty Only.

lining incl. necessary formworks cantering scaffolding compaction by plate

vibrator, curing as directed with all lead & lift etc complete incl dressing the

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

earth as per side condition to the correct profile, incl providing bitumen joints

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

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

with MSA-20mm without sleepers.

Item Description of Item Quantity Unit Estimated Rate Amount

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

9 Supplying and stacking of crushed stone aggregates, chippings of hard of 19.00 Cum 891.01 Rupees: Eight hundred

stone 40 to 63 mm mm size free of disintegrated pieces of deleterious and ninety one and One

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

Lead including filling the boxes.

10 Supplying and stacking of Machine crushed stone aggregates, chippings 4.00 Cum 755.49 Rupees:Seven hundred

etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, fifty five and Forty Nine

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

with av. 15 Km. lead..Including filling the boxes.

11 Providing murrum including spreading the same and dressing the side slope 6.00 Cum 166.00 Rupees: One Hundred

& top surface in required grade and camber with lead upto 1.0km etc. Sixty Six Only.

12 Prov. and Laying in position Controlled cement concrete using cement, sand 27.00 Cum 4540.00 Rupees: Four thousand

and crushed aggregate by mass and machine mix for R.C.C/CC work five hundred forty Only.

including necessary formworks centering scaffolding compaction by

mechanical vibrator,curing as directed with all lead & lift etc complete

Excluding the cost of reinforcement but filling the expantion joint with

FOR WEARING COATS

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

13 Back filling with appropriate excavated material behind the structures or 12.00 Cum 84.00 Rupees: Eighty Four

refilling the trenches with excavated useful material including watering Only.

ramming, consolidation etc complete with all lead and lift.

14 Rehandling the excavated stuff incl stacking as and where directed for all 283.00 Cum 57.00 Rupees: Fifty Seven

sort of soil, soft murrum, hard murrum,soft rock, hard rock etc. for specified Only.

lead as under and all lift incl loading unloading transportation etc complete

without rolling and watering.

(a) Lead up to 200mt.

Item Description of Item Quantity Unit Estimated Rate Amount

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

15 Earthwork in embankment from borrow pits in all sorts of soil and soft 283.00 Cum 78.00 Rupees: Seventy Eight

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

to the 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 my lead.

Rupees: Eight Lac Three Thousand, Nine hundred Twenty Four & Ps. Eithty Three 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.

Deputy Executive Engineer

Signature of contractor. Bhadar Sub Division