Checkdam

Name of work:- Construction of Checkdam across Chikni river near vilage Narsana Ta- Shahera, Dist-

Item No. Quantity Unit Amount

In Figure In Word

Preparing approach road and care &

diversion of river including required

hundred eighty-

1 30.00 dewateing during construction of 11383.32 /100 mt

three rupees and

proposed bank protection work as

thirty-two paise

prescribed and directed etc complete

Excavation for foundation in overburden

in all sorts of soil hard

murrum , gravel etc including shoring

strutting and depositing

2 2790.28 110.50 hundred ten rupees Cumt.

the excavated stuff in regular stacks or

and fifty paise Only

layers with lead up to

500 mtr and all lifts. (By Machinery) (b)

INCLUDING DEWATERING

Excavation for foundation below

overburden in soft rock

including shorting out & depositing the Rupees two

3 239.00 excavation stuff as and 235.00 hundred thirty five Cumt.

where directed with lid up to 500 mtr and Only

all lifts . (Machinery ) including

Excavation for foundation in hard rock

including stacking the excavated stuff in

spoil banks &sorting out usable rubble Rupees three

4 33.00 and stacking regularly as and where 397.00 hundred ninety Cumt.

directed with lead up to 500 m & all lift. seven Only

with Rock Drilling & blasting (By

Machinery) (B) including dewatering

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as

5 1593.76 directed with all lead & lift etc complete 4344.00 Cumt.

hundred forty-four

without dewatering and excluding the

cost of steel reinforcement.

(B) For Pier and Abutments / Wing wall /

Head wall / Return wall / Dowel Wall etc

(h) Concrete grade M-15 and MSA-40

S-4(B) (h) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel

(h) Concrete grade M-15 and MSA-40

Providing & Placing in position

reinforcement bars including cutting,

Rupees eighty-two

bending, welding joints where necessary,

6 16.34 82019.00 thousand nineteen MT

hooking etc. complete as per drawing for

all lead and lifts.

(A) TMT/CRS(FE- 500D)

Providing and laying dry rubble pitching

of various thickness to required grade

including trimming of earth work, hand

7 385.00 372.00 hundred seventy- sqmt

packing the interstices with spauls, filling

earth in interstices pannelling complete

for all leads and lifts. 300 mm thick

Back filling the foundation trenches

around the structures etc ,with selected Rupees thirty-six

8 509.34 excavated stuff including watering, 36.90 rupees and ninety Cumt.

ramming,compacting etc. complete. (By paise Only

Providing and laying in position 110 mm

dia (6 kgf/sqcm) Rupees two

P.V.C. Pipe for weep holes with non hundred sixty-two

corroding jali in rupees and fifty

abutments, wing walls, retaining walls paise Only

Providing and laying inverted filter of

specified thickness in two layears

Gravel/Metal, Sand as specified in Rupees five

10 81.00 drawing at the back of abutment, returns 505.10 hundred five rupees sqmt

& wing walls etc. complete (Assumining and ten paise Only

0.60 m thick.,0.30mGravel/Metalfilter&

0.30m. Sand filter)

Providing and laying inverted filter of

specified thickness in two layears Rupees two

Gravel/Metal,Sand as specified in drawing hundred fifty-two

at the back of abutment, returns & wing rupees and fifty

walls etc. complete (Assumining paise Only

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 Rupees six hundred

12 44.00 including filling the joints with asphalt 634.50 thirty-four rupees Rmt

pad or bitumen cork board of approved and fifty paise Only

quality. (Asphalt pad or bitumen cork

board will be paid seperatly) (b) 300 MM

WIDE PVC WATER STOP

Providing and fixing marble plate of

13 20.25 cm thick including engraving and filling 108.40 /100sqcm

rupees and forty

led for letters as directed.

Providing & Laying Rubbles not weighing

less than 40 kg and 300 mm in size in Rupees seven

Launching Apron including transporting, hundred four Only

laying etc. complete as directed.

Providing and fixing in position 1.80 m

high above finished ground level canal

data boards of standard size 1.20m x

0.90m with M.S. angle 40mm x 40mm x Rupees three

15 1.00 6mm with 3mm thick iron plate in 1:5:10 3103.00 thousand one NO

proportion concrete block size 40cm x hundred three Only

40cm x 75cm including painting existing

data on the board etc.

complete as directed.

Providing & placing in position

mechanically woven double twisted,

galvanized without PVC coating "Gabions

" made of mesh size 10 x 12 cm with

Mesh wire diameter 3. mm, including

proving and laying stones with least

16 74.60 dimension of 200 mm and tying with 1849.00 No

hundred forty-nine

lacing wire of diameter 2.2 mm and

arranging the same as instructed or as

per drawing atb the locations/ structures

etc including dressing the slope, minor

earth fill with all lead and lift ec.

b) 1.00 mt x 1.00 mt x0.60 mt mt size

stone weight between 10 kg to 40 kg

Total Rs……………..

Say Total Rs……………..

Rupees Ninty Nine Lakhs Ten Thousand Seven Hundred Eighty Two Only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Division No.2 Panam Irrigation Division

Morva(Rena) Godhra