Construction of Anaval Checkdam Across Kaveri River near village Anaval, Taluka Mahuva, District Surat.

Item No Quantity Unit Amount

of specifications) (In figures)

Excavation for foundation in all sorts of soil including yellow, sandy, gravelly

1 soil, soft & hard murrum, etc. dry condition including depositing the 382.00 m3 81.50

excavated stuff in uniform layers in banks or as directed etc. complete for lead

uo to 1.0 Km and all lifts. (By machinery) (a) Above water table

Excavation for foundation in soft rock including depositing the excavated

stuff as and where directed etc. complete for lead upto 1.0 Km and all

lifts.(By machinary) (a) Above water table

Excavation for foundation in hard rock including blasting and chiseling if

necessary sorting out and stacking seperately the usable rubble, depositing the

excavated stuff as and where directed including back filing trenches with

suitable excavated stuff etc. complete for lead upto 1.0 Km. and all lifts.(By

machinary) (a) Above water table

Drilling holes of 35 mm dia. vertical or inclined in all formations of rock

/concrete upto required depth including washing with air & water at required

pressure for following stage of depth. (A) For 0 to 10.0 m depth

Providing and placing in position reinforcement bars including cutting,

bending welding, joints where necessary, hooking etc. complete as per

drawing for all lead and lifts. (b) TMT

Providing and Laying in position cement concrete M15 (MSA 40) using

6 cement.sand and Machine Crushed Course Aggregate incluiding providing 2882.00 m3 3996.90

necessary formwork, compaction, finishing and curring as required etc.

completed for checkdams with Mobile Batching)

Providing and laying cement concrete 1:3:6 plumb concrete with cement.

sand and coarse aggregates with 15% rubble in cement concrete including

mixing, placing, temping, curing smooth finishing etc. comp.

excavated stuff including watering, ramming, compacting etc. complete.(By

machinary)

Supplying & Laying mechanically woven double twisted hexagonal Zn +

PVC coated box wire mesh reno mattress size 2.0mt. x1.0mt. x0.30mt. filled

with 10 to 15 kg trap rubble stone (approximate 2.70)tone with mesh size

6cmx8cm including packing, interlocking of stones & fusing top of gabion &

tying to each other & laying to the required line, level slope with all leads &

lifts as directed etc. complete. (Considering lead of 45km for rubble

materials)

Item No.10

Providing & fixing in position sign board of standard size of 1.20mx0.90m

10 with M.S angle 40mmx40mmx6mm with 3mm thick iron plate including 1.00 No 3011.30

fixing in 1:5:10 prop. Concrete block size 40cmx40cmx75 cm including

painting existing data on the board etc. complete as directed

Item No.11

11 Providing and fixing in position 110mm dia PVC pipe weep holes in 48.00 m 263.70

abutment, wing wall, and laying training etc. complete.

Item No.12

Providing inverted filter of 8cm sand and 8cm gravel below/behind

wall/pitching including laying to correct slopes after necessary trimming of

earth work etc. complete.

Item No.13

Providing and fixing in position PVC heavy duty water stops in barrels,

13 trough, and wing wall with 25 mm wide expansion joint as shown in drawing 127.00 m 445.50

including filling the joints with asphalt pad or bitumins or cork board of

approved quality. (B) 300 mm wide PVC water stop

Description of Item (with brief specification and reference to book Rate

Item No Quantity Unit Amount

of specifications) (In figures)

Item No.14

Provbidng inverted filter of 30 cm. Sand and 30 cm. gravel below/behind

wall/Pitching including laying to correct slopes after neccesary trimming of

earth work etc. comp.

Item No.15

15 Providing and fixing marble plate of 2 cm thickness including engraving and 108.00 100 cm2 250.60

filling led for letters as directed.

Item No.16

Supplying & Laying mechanically woven double twisted hexagonal Zn +

PVC coated box wire mesh reno mattress size 2.0mt. x1.0mt. x1.0mt. filled

with 15 to 40 kg trap rubble stone (approximate 3.0)tone with mesh size

10cmx12cm including packing, interlocking of stones & fusing top of gabion

& tying to each other & laying to the required line, level slope with all leads

& lifts as directed etc. complete. (Considering lead of 45km for rubble

materials)

Item No.17

Providing Vidiography on ocasion of function or for on going construction Whole

work including dubbing, titeling etc. complete including cost of cassette/CD. day

(a) for whole day.

Item No.18

18 Care and diversion of River including dewatering during construction of 1.00 Job 50000.00

checkdam and allied works as prescribed and directed etc. completed.

Total Amount (in Fig.)

Total Amount (in Fig.)

Executive engineer

Ver-II Project Division, Vyara.