CONSTRUCTION OF DHAMANKA CHECK DAM ON KALUBHAR RIVER VILLAGE DHAMANKA TALUKA UMRALA DISTRICT : BHAVNAGAR

BILL OF QUANTITIES

(A) Percentage Rate Tenders ( Upto INR 50 Cr.)

(1) Construction of Dhamanka Checkdam on Kalubhar River at village -

Dhamanka Taluka : Umrala District :- Bhavnagar

It Description of Item (with brief Quantity Unit Rat Amount

No specification and reference to book of e In

specifications) figu

1 Excavation in all sorts of strata and formations res

including depositing the unuseful excavated stuff as and

where directed including sorting and stacking useful

materials as directed upto 200mt lead. And all lifts etc.

complete, including dewatering.

(a) IN OVERBURDEN INCL. HARD MURRUM. 12598.00 Cum 79.00

2 Providing, cutting, bending, binding and fixing in 79.10 M.T 76574.00

position as per drawing. TMT BAR, reinforcement for

R.C.C. works and anchor bars incl cost of black annealed

16 to 18 BWG M.S. Wire etc. complete with all lead and

3 Prov. & Laying in position cement concrete using 8070.00 Cum 3423.00

cement, sand and crushed metal coarse aggregate by

mass and machine mix for PCC/RCC including

necessary formworks compaction by vibrator, curing as

directed with all lead & lift etc complete. (Excluding

cost of steel )

FOR. BODY WALL, APRON, TRAINING WALL, SIDE

WALL, SPLAY WALL, KEY WALL, CUT OF WALL ETC.

Controlled concrete grade M15 & MSA-40mm

4 Providing and fixing in position 100/110 mm dia P.V.C. 88.00 Rmt. 358.00

Pipe weep holes in the retaining walls./side wall/abt

5 Back filling with appropriate excavated material behind 252.00 Cum 84.00

the structures or refilling the trenches with excavated

useful material including watering ramming,

consolidation etc complete with all lead and lift. and all

lead and lift etc complete.

6 Providing and placing in position by cranes/manual, 960.00 Cum 1846.00

mechanically doubly twisted highly galvanized, without

PVC coating “GABIONS” of size mention below, made of

mesh size 10x12 mm woven wire as per ASTMA-975-97

including providing and laying stones of size not less

than 25 kg in the gabions and arranging the same as

instructedand fixing

in the P.V.C. water

section of different

or such other size

as below and as per std.

locations/structures, etc,drawing

completeand specification.

incl. dressing the

slope, minor earth filling. 1.0 x 1.0 x .0.6 mt (Total weight

(b) P.V.C. 300 mm Wide 255.00 Rmt 596.00

8 Providing and laying graded filters of sand, gravel, 849.00 cum 530.00

metal and over size metal (100 to 150 mm) behind the

retaining wall and wing walls as directed as per

approved drawing with all lead and lifts etc complete.

9 Providing and laying STONE LOANCHING APRON by 4158.00 Cum 765.00

using 50% stone which having weighing not less than

40 Kg or as specified incl hand packing and filling the

interstices by spouts etc complete with all lead and lift.

10 Providing and fixing in position White marble plate of 1.00 No 1350.00

Size 45 x 45 x 1.8 cms including engraving The letters

as per drawing/ directed etc. complete.

11 Providing and laying dry rubble stone pitching without 211.00 Sqmt 313.00

base ,inverted filter/murrum bedding and header stone

including hand packing & trimming & dressing slopes

30 cms thick stone pitching

12 Quaring, transporting & Sperading selected Materials 840.00 Sqmt 116

from borrow area for raising of embankment in

homogeneous section in layers of specified thickness (up

to 23 cms) as directed including dressing breaking clods

and rolling at requisite moisture content to required dry

density with roller of suitable type and watering at OMC

for led up to 1.0 Km and all lifts etc comp.

13 Dewatering of Foundation area, pits & Trenches of head 3000.00 Hp-hr 27.00

works and allied works with diesel or electrical

pumping arrangement incl cost of pipelines, other

materials, labours etc complete as directed with all lifts.

14 Videograpy and Photography of proposed check dam 1.00 No. 2000.00

including initial work, intermidiate work and final work

photo and video.

I/We am/are willing to carryout the work at…......................%above/below

percent(Shouldbewritteninfiguresandwords)oftheestimatedratementionedabove.

Amount of my/our tender works out asunder.

Estimated amount put to tender Estimated amount put to tender

Deduct………%below Add………%Above

In words In words

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

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book In figures In Words

of specifications)

(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.

Sign of Contactor Deputy Executive Engineer Executive Engineer

Irrigation Sub Division Bhavnagar Irrigation Project Division

Umrala Bhavnagar