ERM Work For Constructing New Escape at Ch.720 mtr. of Nagafana Minor of Md-1 Distry and Clerance of Various Pipe Culvert Of Sipu Main Canal (IInd Attempt)

BILL OF QUANTITIES

Name of Work :- ERM Work For Constructing New Escape at Ch.720 mtr. of

Nagafana Minor of Md-1 Distry and Clerance of Various Pipe

Culvert Of Sipu Main Canal (IInd Attempt)

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

1 Excavation in all sorts of soil (including wet and slushy

condition of soil) with yellow, sandy, gravelly soil including

soft murrum & H.M. including sorting & stacking and

depositing the excavated stuff in uniform layers as and where 339.50 Cu.M. 79.00

directed upto lead of 30 m and lift as shown below including

clearing the site etc. compute (including dewatering). (B) For

foundation trenches of C.D. work (a) 0 to 3 Mt. depth

2 Providing and laying foundation concrete of proportion as

under by using cement, sand and machine crushed course

aggregate laid in situ including necessary temping, smooth 61.50 Cu.M. 3424.30

finishing, watering and curing as directed with all leads and

lifts etc complete. (a) PCC 1:3:6

3 Providing and laying CC 1:2:4 grade using cement, sand &

crushed metal incuding providing & erecting necessary form

work, centering, vibrating, smooth finishing, watering & curing 252.00 Cu.M. 4873.40

as directed with all leads & lifts etc. complete. (a) Sub

(b) Super strucutres 268.10 Cu.M. 5053.10

4 Providing, supplying, laying and fixing in position under

ground R.C.C. hume pipes of NP 3 class as per I.S. specification,

of prescribed diameter including filling the joints and

providing and fixing necessary collars with cement mortar 1:1 45.00 Rmt. 1167.00

inclusive of testing for leakage and working pressure as

directed with all cost of materials and labour for all leads and

lifts etc complete. (b) 450 mm dia

5 Dismentalling road surface including sorting & stacking of

useful and unuseful material from the dismentalled materials

as directed under detailed specifications etc. complete. (a)

Cement Concrete

6 Providing and laying HYSD/TMT Fe-415,500D steel bar

reinforcement for R.C.C. works and anchor bars with providing

binding wires including cutting, bending, welding, binding in 0.12 M.T. 71366.00

position, hooking, placing in position with all leads & lifts etc.

complete. (c) TMT Fe-500

7 Providing & laying 10 cms thick cast in situ C.C. 1:2:4 grade

with the use of crushed aggregates for canal ling works incl.

use of all equipments, scaffolding, centering form work etc,

with finishing as required to the exposed surface, making

asphalt joints as directed & watering & curing (without

sleepers) with all lead and lifts etc. complete.

8 Providing & fixing M.S. Screw gates with Capston nut & thrust

bearing as per detailed designed with steel R.S.J at top incl.

Necessary locking arrangements, guide channel at bottom &

fastening & 3 coats Oil painting for main outlet.

9 Earth work in embankment from borrow pits in all sorts of soil

and soft murrum or other suitable strata as directed including

breaking the clods and dressing to the design sections 868.00 Cu.M. 88.00

including cutting the proud section with lead as under and all

lift including site clearing etc. complete. (c) 200 to 1000 Mt.

10 Clearing the silt/debris from the pipe culvert/syphon/syphon

well. Underground pipe drain/box drain for Drain/Canal by

digging the same including depositing the excavated 383.00 Meter 1097.40

earth/debris etc. for all leads and lift. (C) For Underground

pipe drain / Box drain. (i) Upto 900 mm dia. Pipe.

(C) For Underground pipe drain / Box drain. (ii) Above

Item Description of Item (with brief specification Quantity Unit Rate In Amount

No and reference to book of specifications) figures

11 Heavy Dense Jungle clearance of specified category and bushes

for Stuctures On Canal U/S and D/s 30 Mtr. Length and

Mtr. Width work as directed with disposing materials etc.

17.00 Structu 1242.49

complete. (Excluding tree of girth above 0.5 Mt.) re

12 Clearing silt from drain bed U/S and D/S 30 Mtr. of Canal

Structures by digging the same to required bed level and

gradiant including depositing the excavated earth regularly in

spoil bank for utilising the same for preparing the bund after

17.00 Structu 21109.20

breaking clods as & where directed for all lead & lift- By re

Rupees Fifty One Lakh Twenty Seven Thousand Eighty Four Paise Twenty Seven Only

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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1. The Contractor shall exhibit a board with brief 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. NO.:

MIS102010/17/K1 Dated:30/07/2018 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 Sr. Divisional Accounts Officer Executive Engineer

Sipu Canal Sub Division No-2 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur