(1) Construction of Limboda Checkdam Across Sukhbhadar River Near Village Limboda Ta: Botad Dis: Botad (2) Construction of Devaliya Checkdam Across Sukhbhadar River Near Village Devaliya Ta: Ranpur Dis: Botad

BILL OF QUANTITIES

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

(1) CONSTRUCTION OF LIMBODA CHECKDAM ACROSS SUKHBHADAR RIVER NEAR VILLAGE

LIMBODA TALUKA BOTAD DISTRICT : BOTAD

(2) CONSTRUCTION OF DEVALIYA CHECKDAM ACROSS SUKHBHADAR RIVER NEAR VILLAGE

DEVALIYA TALUKA RANPUR DISTRICT : BOTAD

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 res

formations 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

(a) IN OVERBURDEN INCL. HARD 13043.23 Cum 79.00

(B) IN SOFT ROCK. 1305.99 Cum 176.00

(C) IN HARD ROCK. 204.82 Cum 590.00

2 Prov. & Laying in position cement concrete 7724.37 Cum 3423.00

using 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

3 Providing, cutting, bending, binding and 112.19 M.T 76574.0

fixing in position as per drawing. TMT BAR,

reinforcement for R.C.C. works and anchor

bars incl cost of black annealed 16 to

BWG M.S. Wire etc. complete with all lead

and lift. (b) Fe-500

4 Back filling with appropriate excavated 634.85 Cum 84.00

material behind 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.

5 Providing and laying STONE LOANCHING 2512.00 Cum 765.00

APRON by 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.

6 Providing and laying dry rubble stone 1050.32 Sq.M 294.00

pitching without base ,inverted t

filter/murrum bedding and header stone

including hand packing & trimming &

dressing slopes etc complete.

23 cms thick stone pitching

7 Providing and placing in position by 1093.28 Sq.m 1529.00

cranes/manual, mechanically doubly

twisted highly galvanized, without PVC

coating "GABIONS" of size mention below,

made of mesh size 10x12mm 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

instructed in the breached section or such

other locations/ structures,etc complete

incl dressing the slope,minor earth filling

8 Providing and laying graded filters of sand, 451.13 Cum 530.00

gravel, 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 fixing in position 100/110 162.00 Rmt. 358.00

mm dia P.V.C. Pipe weep holes in the

retaining walls./side wall/abt etc

10 Providing and fixing P.V.C. water stops of

different size as below and as per std.

300specification.

mm Wide 324.28 Rmt 596.00

11 Providing & filling in contraction joints with 256.96 Sq m 702.00

12mm thick bitumen sheet of approved

quality as directed.

12 Providing and fixing in position White 2.00 No 1350.00

marble plate of Size 45 x 45 x 1.8 cms

including engraving The letters as per

drawing/ directed etc. complete.

13 Drone Videography and Photography of 2.00 Job 5000.00

proposed checkdam including initial work,

intermidiate work and final work photo and

14( Care and diversion of river including 1.00 Job 1% of

A) required dewatering during construction Estimate

of checkdam and allied works as d Cost

prescribed and directed etc. complete.

(For Limboda CD)

14( Care and diversion of river including 1.00 Job 1% of

B) required dewatering during construction Estimate

of checkdam and allied works as d Cost

prescribed and directed etc. complete.

(For Devaliya CD)

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 Deputy Executive Engineer Deputy Executive Engineer Executive Engineer

Contactor Irrigation Sub Division Irrigation Sub Division Botad Irrigation Division

Botad Paliyad Botad