Constructing New Pipe Inlet & Lining Works Near Ch. 328.500 km of Sujalam Suflam Spreading Canal

BILL OF QUANTITIES

Name of Work :- Constructing New Pipe Inlet & Lining Works Near Ch. 328.500 km

of Sujalam Suflam Spreading Canal

(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 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

2 Excavation in all sorts of soil strata and formations including

depositing the unuseful excavated stuff as and where directed

including sorting and stacking useful materials as required 491.00 Cu.M. 89.00

and upto lead of 200mt. And all lifts etc. complete including

dewatering (a) In Overburden including hard murrum.

3 Clearing silt from canal/drain bed 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 breaking clods as & where

directed for all lead & lift- By Machinery (a) For all lead and

4 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 10.00 Cu.M. 3424.30

finishing, watering and curing as directed with all leads and

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

5 Providing and laying in position cement concrete M15 using

cement, Sand and machine crushed course aggregate including

providing necessary formwork, compaction, finishing and

curring as required etc.c completed.

6 Providing and laying cast in situ R.C.C. (excluding cost of steel)

1.1.5:3 proportion with the use of crushed aggregate for canal

works including use of all equipment, scaffolding, centering,

from work etc. with finishing as required exposed surface

making asphalt joint as directed and watering and curing

without sleepers with all lead and lifts etc. complete

(A) 20 cm thick 736.90 Sq.Mt. 1178.63

(B) 30 cm thick 303.30 Sq.Mt. 1761.24

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

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

binding wires including cutting, bending, welding, binding in 10.40 M.T. 71366.00

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

complete. (C) TMT Fe 500 steel bars

8 Providing, Supplying, Laying & Fixing in position underground

R.C.C. hume pipe of NP2 class as per I.S.I. standard

specification of prescribed diameter incl. filling the joints &

with providing necessary collars with cement mortar of 20.00 Rmt. 2026.70

proportion C.M. 1:1 inclusive of testing for leakage and

working pressure as directed with all cost of materials &

labour for all leads and lifts etc. complete. (g) 900 mm dia

9 Providing & laying HDPE Geocell 660-100 with weld space

660 mm and cell depth 100 mm. Indegenously manufactured

and having a blend of various high density polyethelene and 928.00 Sq.Mt. 709.68

additives, having seam peal strength of 2185 N for canal

erosion control.

10 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.

11 Providing and lying dry rubble pitching with base of inverted

filter as per design and drawing and hand packing trimming

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

No and reference to book of specifications) figures

and dressing of slopes etc. complete for leads as specified and

all lifts etc. complete. (d) 23 cm thick pitching

12 Providing cement pointing to stone masonary after racking out

joint 20mm deep including scaffolding watering and curing 412.50 Sq.Mt. 130.00

etc. complete. (a) In C.M. 1:3

Rupees Fifty Lakh Eighty Six Thousand Paise Forty Nine 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 Proj. H.W. Sub Dn. No.1 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur