Construction of Big Checkdam On Vadakaa Vahen At Village Odhava Ta. Dantiwada Dist: B.K.

BILL OF QUANTITIES

Name of Work :- Construction of Big Checkdam On Vadakaa Vahen At Village

Odhava Ta. Dantiwada Dist: B.K.

(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 Care and diversion of river including required dewatering

during construction of weir and allied works as Job LS 150000.00

prescribed and directed etc. complete.

2 Excavation in all sorts of strata and formations including

depositing the unuseful excavated stuff as and where directed

including sorting and stacking useful materials as required 6802.00 Cum. 89.00

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

dewatering. (a) In Overburden including hard murrum.

3 Providing and laying in position cement concrete M15(MSA

40) using cement, Sand and machine crushed course aggregate

including providing necessary form work, compaction, 2213.00 Cum. 4488.00

finishing and curring as required etc. completed for

checkdams. (without Mobile Batching)

4 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 24.21 MT 71366.00

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

complete. TMT Fe-500D

5 Back fill with selected earth from out side borrow area or from

excavated usefull material including watering, ramming,

consolidation etc. with pneumatic templing and lead upto

Km. and all lift etc. completed.

6 Providing and laying STONE LOANCHING APRON by using

50% stone which having weighing not less than 40 Kg or as

specified incl hand packing and filling the interstices by spouls

etc complete with all lead and lift.

7 Providing and laying dry rubble pitching of various thickness

to required grade including trimming of earth work, hand

packing the interstices with spauls, filling earth in interstices

pannelling complete for all leads and lifts. 450 mm thick.

8 Providing and laying graded filters of sand, gravel and over

size metal (100 mm to 150 mm) behind the retaining wall and

wing walls as directed as per approved drawing with all lead &

lifts etc. complete.

9 Providing weep holes 100 or 110 mm dia. of pipe in the

retaining wall etc complete. (b) P.V.C.Pipe

10 Providing and fixing in position P.V.C. heavy duty water stops

in barrels, troughs and wing walls with 25 mm wide expansion

joint as shown in drawing including filling the joints with

asphalt pad or bitumen cork board of approved quality.

(Asphalt pad or bitumen cork board will be paid seperatly)

300 mm WIDE P.V.C. WATER STOP

11 Providing and fixing in position pre-moulded asphalt or

bitumen cork board of approved quality and specifications as 53.00 Sq.m 1508.90

per design and drawing. 25 mm thickness

12 Providing and fixing marble plate 45 cms x 60 cms size

including engraving for letters as directed etc. complete.

13 Providing and supplying mechanically double twist hightly

galvanized with (PVC) poly chloride coating gabions made of

mesh size 10 X 12 mm woven wire as per ASTMA- 975 -

size of gabion 1 m X 1 m X 1 m including providing and laying

stones in the gabions and arranging them in a required

manner in the secion of break water or such other structure

including quarring,blasting,loading at quarry site, transporting

at work site and arrange in the gabions in workman like

manner with required layer thickness and arranging this

gabions in required layers with the crane of required. capacity

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

No and reference to book of specifications) figures

(if reqd. as per drawing or as directed) with all material,

labour, tools etc. complete.

14 Providing and laying Non Woven Geo Fabric Filter (weight

more than 235 gm/Sq.m) over the excavated surface as per

specification including stitching with overlap to design profile

as directed in tidal range etc. complete.

Rupees One Crore Sixty Five Lakh Ninety Thousand Three Hundred Ten Paise Six 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