Checkdam

:: SCHEDULE - B ::

Construction Of Check Dam across Goma River near vill Simaliya ta.Ghoghmba dist Panchmahal

Memorandum showing the items of works to be carried out.

Quantities Item of Work Unit Total Amount

Quantities Item of Work Unit Total Amount

Item estimated Rates according to

No. but may be estimated

more Or less quantities

In figures In words

Excavation for foundation in overburden in all

sorts of soil hard murrum , gravel etc including One Hundered

1 7791.00 shoring , strutting and depositing the excavated 110.5 Ten and Fifty Cum

stuff in regular stacks or layers with lead up to Paisa only

500 mtr and all lifts. (By Machinery)

Excavation for foundation below overburden in

soft rock including shorting out & depositing the Two Hundered

2 178.00 excavation stuff as and where directed with lid 235 CUM

thiry Five only

up to 500 mtr and all lifts . (Machinery )

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 directed with all lead & lift etc complete

Twelve Hundered

3 715.00 without dewatering and excluding 4012.5 CUM

and Fifty Paisa

the cost of steel reinforcement.

A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping /

Approach Slab etc.

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

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 Four Thousand

4 3781.00 directed with all lead & lift etc complete without 4344 three Hundered CUM

dewatering and excluding the cost of steel forty four Only

(B) For Pier and Abutments / Wing wall / Head

wall / Return wall / Dowel Wall etc.

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

Providing & placing in position HYSD

reinforcement bars including cutting,bending

5 39.28 82019 Thousand Ninteen MT

welding joints where necessary hooking etc.

comp. as per drawing for all lead & lifts. (b) TMT

Providing and laying dry rubble pitching of

various thickness to required grade including Six Hundered

6 548.00 trimming of earth work, hand packing the 617.5 Seventeen and sqmt

interstices with spauls, filling earth in interstices Fifty paisa Only

pannelling complete for all leads and lifts.450 MM

Back filling the foundation trenches around the

structures etc with selected excavated stuff Thirty Six and

including watering, ramming, compacting etc. Ninty Paisa Only

complete. (By Machinery)

Providing and fixing 110 mm diameter Three Hundered

8 72.00 P.V.C..Pipe (6 kgf / sqcm) Water spout with 369.20 Sixty nine and Rmt

necessary iron gratting as per design Twenty Paisa Only

Providing and laying inverted filter of specified

thickness in two layears Gravel/Metal, Sand as

specified in drawing at the back of abutment,

9 590.00 returns & wing walls etc. complete (Assumining 505.10 Five And Ten sqmt

0.60 m thick.,0.30mGravel/Metalfilter& 0.30m.

Providing and laying inverted filter of specified

thickness in two layears Gravel/Metal,Sand as Two hundered

10 548.00 specified in drawing at the back of abutment, 252.50 Fifty Two and sqmt

returns & wing walls etc. complete (Assumining Fifty Paisa 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 Six Hundered

11 131.00 drawing including filling the joints with asphalt 634.50 Thirty four and Rmt

pad or bitumen cork board of approved quality. Fifty paisa Only

(Asphalt pad or bitumen cork board will be paid

seperatly)300 mm WIDE P.V.C. WATER STOP

Providing and fixing marble slab including Eight Hundered

engraving and painting complete. Sixty Seven and

Size 60cm X 60cm X4cm Twenty Six paisa

Providing rubble and sand layer including

supplying of rubble & coarse clean sharp sand at

site including spreading rubble & coarse sand One Thousand

materials in 25 cm layer including filling in the One Hundered

13 1957.00 gaps in rubble, and levelling etc.complete as 1155.90 CUM

directed (80% rubble & 20% coarse sand) Ninty paisa Only

including consolidation, watering etc. complete.

Rubble not weighing less than 40 kg and 300 mm

in launching apron

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 Three Thousand

14 1.00 40mm x 40mm x 6mm with 3mm thick iron plate 3103.00 One Hundered No

in 1:5:10 proportion concrete block size 40cm x Three only

40cm x 75cm including painting existing data on

the board etc. complete as directed.

Carriying out Videography during 4 stage of

works as per direction of engineer incarge and

submission in soft copy & hard copy of Three Thousand

photograph in required size (minimum 10 photos only

for each Stage) with high defination camera etc

Two Crore Sixty Six lacs Twenty Eight thousand Seventy Five rupees only

Deputy Executive Engineer

Panam Irrigation Sub Dn.No.4