Kakrapar Projects

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including Eighty one

5259.00 M3 depositing the excavated stuff in uniform 81.50 rupees and fifty M3

layers in banks or as directed etc. complete for paisa only.

lead uo to 1.0 Km and all lifts. (By machinery)

(a) Above water table.

Dismantalling the C.C. lining including

including disposing off the dismentalled

2430.00 SM materials as directed etc. complete.15 (c ) 29.10 rupees and ten SM

Earthwork in embankment using soil, soft &

hard murrum excavated from approved borrow One hundred

3 area/village tanks etc.including breaking clods, eighteen rupees

1780.00 M dressing to the design section with lead up to

and ten paisa M3

5.0 kilometer and all lifts.(By poclane only.

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms Ten rupees and

1780.00 M3 including watering rolling of suitable capacity

forty paisa only. M3

etc. complete as directed.

Providing and laying plain / reinforced cement

concrete lining of M-15 grade in bed, side

slopes and curvature including batching, Six hundred fifty

2430.00 SM mixing, transporting placing, smoothfinishing, 659.40 nine rupees and SM

curing including dewatering where required. ( forty paisa only.

machinary based without Paver) (c) 15 cm

thick lining in Bed & slope.

Providing and laying plain/ reinforced Design

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and

lift.(Baching Plant Based, Including

(B) Piers, abutment, wingwalls, headwall,

4621.00 M (i) M-15 grade 4499.60 ninety nine M

rupees and sixty

(C) Raft, Bottom slab of barel, footing of

columns,piers, abutment and bottom slab of

140.00 M (ii) M-20 grade 4796.10 ninety six rupees M

(D) Raft, Bottom slab of barel, footing of

columns,piers, abutment and bottom slab of

188.00 M3 (iii) M-25 grade 4844.70 forty four rupees M3

(E) Roadway slab, approch salb, chute floor

slab,kerb, pier cap, abutment cap, hoisting

platform,top slab of barrel etc.

3 two hundred six

370.00 M (iii) M-25 grade

rupees and thirty M3

122.64 M3 (ii) M-10 grade 3836.00 thirty six rupees M3

Providing and placing in position reinforcement Seven thousand

bars including cutting, bending welding, joints one hundred

716.00 Qtl where necessary, hooking etc. complete as 7194.00 ninety four Qtl

per drawing for all lead and lifts. (A) TMT rupees and zero

Providing and fixing in position pre moulded One thousand

asphalt or bitumin cork board of approved seven rupees

28.00 SM quality and specification as per design and 1007.40 SM

and forty paisa

drawing as directed. (D) 12mm thickness only.

Providing and fixing in position PVC heavy

duty water stops in barrels, trough, and wing

wall with 25 mm wide expension joint as

88.00 M shown in drawing including filling the joints 384.90 M

with asphalt pad or bitumins or cork board of

ninety paisa only.

approved quality. (A) 225mm wide PVC water

Providing and filling the polysulphide joint Five hundred

selent of the approved make in the expansion thirty three

88.00 M and contraction joints in the c.c. lining 533.00 M

rupees and zero

including clearing the joints with air water jet paisa only.

Providing & fixing in position sign board of

standard size of 1.20mx0.90m with M.S angle

40mmx40mmx6mm with 3mm thick iron plate

1.00 No. including fixing in 1:5:10 prop. Concrete block 3011.30 No.

and thirty paisa

size 40cmx40cmx75 cm including painting

existing data on the board etc. complete as

Supplying of graded stone aggregates of Three hundred

3 following size (for W.B.M. road ) (2) Hand six rupees and

1213.00 M Broken stone aggregates 40mm to 63 mm.

seventy eight M3

Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to

3 sixty eight rupees

1213.00 M required camber & gradient (excluding

and ninety two M

spreading of Blindage) (ii) 40 mm to 63 mm

size aggregates (H.B.)

Providing gauge plate of following size of

material fibre glass reinforced plastic with

engraved bands width and figures with

3.00 No. necessary clits and fastenersand fixing the 14786.61 No.

same at the site of work etc complete

sixty one paisa

asdirected For 0.60 mt. x 1.0 mt. gauge patti

Providing, fabricating & erecting of new gate

assembly, Embedded parts, Hoist platform &

Hoist mechanism (ERU & CDU) etc. complete

Eleven lakh fifty

including cost of materials, Labour, Tools &

tackle, Scafoldings, Painting, Material

6.00 No. 1153021.00 twenty one No.

handling, Safety equipments as per the

rupees and zero

drawings, specifications and instruction of

engineer incharge for C.R. Gate (Size:3.00

Meter X 2.13 Meter- 6 Nos.) of Kakrapar Right

Bank Main Canal

Providing videogrphy on the occasion of One thousand

function or for ongoing construction work two hundred

1.00 4 Hrs. including dubbing, titling etc.complete 1230.51 thirty rupees and 4 Hrs.

including cost of cassate/CD. (b) up to 4.0 fifty one paisa

akh twenty seven thousand one hundred eleven rupees and forty eight paisa only.

Deputy Executive Engineer

K.R.B.C. Remo. Sub Division