Checkdam

Name of work:- Construction of Atantadi Checkdam on Local Kotar Village Atantadi Ta.Godhra

Dist.Panchmahals

Item No. Quantity Unit Amount

In Figure In Word

Preparing approach road and care & thousand

diversion of river including required three

1 30.00 dewateing during construction of 11383.32 hundred /100 mt

proposed bank protection work as eighty-three

prescribed and directed etc complete rupees and

Excavation for foundation in overburden

in all sorts of soil hard murrum , gravel Rupees one

etc including shoring , strutting and hundred ten

2 2500.00 depositing the excavated stuff in regular 110.50 rupees and Cumt.

stacks or layers with lead up to fifty paise

500 mtr and all lifts. (By Machinery) Only

(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

3 983.00 formwork, centering, scaffolding, 4344.00 Cumt.

compaction by vibrator, curing as directed

with all lead & lift etc complete without

dewatering and excluding the cost of

steel reinforcement.

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

wall / Head wall / Return wall / Dowel

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

Providing & Placing in position Rupees

reinforcement bars including cutting, eighty-two

4 8.73 bending, welding joints where necessary, 82019.00 thousand MT

hooking etc. complete as per drawing for nineteen

all lead and lifts.(A) TMT/CRS(FE- 500D) Only

Providing and laying dry rubble pitching

of various thickness to required grade

including trimming of earth work, hand

5 335.00 372.00 hundred sqmt

packing the interstices with spauls, filling

earth in interstices pannelling complete

for all leads and lifts.

Back filling the foundation trenches Rupees

around the structures etc ,with selected thirty-six

6 377.00 excavated stuff including watering, 36.90 rupees and Cumt.

ramming,compacting etc. complete. (By ninety paise

Machinery) Only

Providing and laying in position 110 mm

dia (6 kgf/sqcm) P.V.C. Pipe for weep

7 53.00 holes with non corroding jali in 262.50 RMT

abutments, wing walls, retaining walls

Providing and laying inverted filter of

specified thickness in two layears Rupees five

Gravel/Metal, Sand as specified in hundred five

8 141.00 drawing at the back of abutment, returns 505.10 rupees and sqmt

& wing walls etc. complete (Assumining ten paise

0.60 m thick.,0.30mGravel/Metalfilter& Only

0.30m. Sand filter)

Providing and laying inverted filter of

specified thickness in two layears

Gravel/Metal,Sand as specified in drawing

9 335.00 252.50 two rupees sqmt

at the back of abutment, returns & wing

walls etc. complete (Assumining

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

10 18.00 including filling the joints with asphalt pad 634.50 RMT

or bitumen cork board of approved

quality. (Asphalt pad or bitumen cork

board will be paid seperatly)

(b) 300 MM WIDE PVC WATER STOP

Providing and fixing marble plate of 2.54 hundred

11 20.25 cm thick including engraving and filling 108.40 eight rupees 100/Sqcm

led for letters as directed. and forty

Providing & Laying Rubbles not weighing Rupees

less than 40 kg and 300 mm in size in seven

Launching Apron including transporting, hundred four

laying etc. complete as directed. Only

Providing and fixing in position 1.80 m

high above finished ground level canal

data boards of standard size 1.20m x Rupees

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

13 1.00 6mm with 3mm thick iron plate in 1:5:10 3103.00 thousand NO

proportion concrete block size 40cm x one hundred

40cm x 75cm including painting existing three Only

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 Rupees one

Mesh wire diameter 3. mm, including thousand

proving and laying stones with least eight

dimension of 200 mm and tying with hundred

lacing wire of diameter 2.2 mm and forty-nine

arranging the same as instructed or as Only

per drawing atb the locations/ structures

etc including dressing the slope, minor

earth fill with all lead and lift ec. complete

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 Sixty three Lakhs Eighty Three Thousand Five Hundred Seven Only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Division No.2 Panam Irrigation Division

Morva(Rena) Godhra