Kakrapar Projects

Name of Work :-

Constructing Box type Drainage Syphon in place of Existing Drainage Syphon at Ch. 16882m of Ukai

Right Bank Main Canal.

Qty Item Description of Item Rate Unit Amount

In figure In words

1188.39 1 Dismentalling the existing Stone 757.40 Rupees Seven CM

masonry including sorting out and Hundred Fifty

stacking the useful materials and Seven and Forty

removing the debries and making good the Paise Only

damage etc. complete as directed. (b) In

5680.00 2 Removing of exiting disturbed C.C. Block 29.10 Rupees Twenty SM

lining including opening of joints, stacking Nine and Ten

the same and disposing of stuff as directed Paise Only

etc. complete with all leads and lifts.

2080.44 3 Dismentalling the existing foundation 1310.80 Rupees One CM

concrete including disposing the Thousand Three

dismentalled stuff including sorting out Hundred Ten

and stacking the useful materials and and Eighty Paise

removing the debries and making good Only

the damage etc. complete as directed.

(c) R.C.C for super structure.

16603.00 4 Excavation for foundation in all sorts of 81.50 Rupees Eighty CM

soil including yellow, sandy, gravelly One and Fifty

soil, soft & hard murrum, etc. dry Paise Only

condition including depositing the

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.

859.00 5 Earthwork in CNS layer using yellow soil 249.00 Rupees Two CM

excavated from approved borrow Hundred Forty

area/village tanks etc.including breaking Nine Only

clods, dressing to the design section with

16.0 km lead and all lifts. (By Poclane

6 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 dewatering)

2312.70 6A (A) Foundation M-10 3836.00 Rupees Three CM

3085.00 6B (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

612.00 6C (C) Raft, Bottom slab of barel, footing of 4796.10 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Seven

sump etc. - grade M-20 Hundred Ninety

859.00 6D (D) Raft, Bottom slab of barel, footing of 4977.00 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Nine

sump etc. - grade M-30 Hundred

1773.00 6E (E) Roadway slab, approch salb, chute floor 5336.30 Rupees Five CM

slab,kerb, pier cap, abutment cap, hoisting Thousand Three

platform,top slab of barrel etc. - grade M-30 Hundred Thirty

3084.00 7 Providing and placing in position 7194.00 Rupees Seven Qtl.

reinforcement bars including cutting, Thousand One

bending welding, joints where necessary, Hundred Ninety

hooking etc. complete as per drawing for all Four Only

lead and lifts. (A) TMT

438.75 8 Providing and fixing in position pre moulded 1007.40 Rupees One SM

asphalt or bitumin cork board of approved Thousand Seven

quality and specification as per design and and Forty Paise

drawing as directed. (D) 12mm thickness Only

289.00 9 Providing and fixing in position PVC 384.90 Rupees Three Mt.

heavy duty water stops in barrels, Hundred Eighty

trough, and wing wall with 25 mm wide Four and Ninety

expension joint as shown in drawing Paise Only

including filling the joints with asphalt pad

or bitumins or cork board of approved

quality. (A) 225mm wide PVC water stop.

351.00 10 Providing and filling the polysulphide joint 533.00 Rupees Five Mt.

selent of the approved make in the Hundred Thirty

expansion and contraction joints in the c.c. Three Only

lining including clearing the joints with air

9606.00 11 Earthwork in embankment using soil, soft & 237.10 Rupees Two CM

hard murrum excavated from approved Hundred Thirty

borrow area/village tanks etc.including Seven and Ten

breaking clods, dressing to the design Paise Only

section with lead up to 15.0 kilometer and

all lifts.(By poclane machinary)

10465.00 12 Compaction of selected soil/hard 10.40 Rupees Ten and CM

murrum/soft murrum in even thickness of Forty Paise Only

15 to 20 cms including watering rolling of

suitable capacity etc. complete as directed.

4215.00 13 Providing and laying plain / reinforced 659.40 Rupees Six SM

cement concrete lining of M-15 grade in Hundred Fifty

bed, side slopes and curvature including Nine and Forty

batching, mixing, transporting placing, Paise Only

smooth finishing, curing including

dewatering where required. ( machinary

based without Paver) (c) 15 cm thick lining

in Bed & slope.

30200.00 14 Excavation of canal/drain in all sorts of soils82.40 Rupees Eighty CM

(including wet and slushy condition of soil) Two and Forty

including depositing the excavated stuff in Paise Only

uniform layers in canal banks or in spoil

banks or as and wheredirected including

dressing the canal section up to lead of

mt. and lift including clearing the site etc.

complete ( by Machinery for canal / drain

maintenance ) ( up to 1.5 cumecs capacity

of canal / drain )

1360.00 15 Supplying and laying flexible gabions of 2180.80 Rupees Two No.

size 1m x 1m x 0.5 m of rope 9mm dia 4 Thousand One

Strand P.P. materials mesh opening 100 Hundred Eighty

mm * 100 mm filled with 20 to 40 kg and Eighty Paise

trap rubble stone (approximate weight Only

0.75 tonne) as per drawing including

packing, inter locking of stones and

stiching, fusing top of gabione and tying

to each other and laying to the required

line, level, slope with all leads and lifts as

directed etc. complete.

501.00 16 Finishing wall with weather proof exterior 120.26 Rupees One SM

emulsion paint on wall surface (two coats) Hundred Twenty

to give an required shape even shade after and Twenty Six

thoroughly brushing the surface to remove Paise Only

all dirt, and remains of loose powdered

materials.etc complete

370.00 17 Quarrying, transporting and laying 443.80 Rupees Four CM

inclined or horizontal sand filter for Hundred Forty

earthen dam in layers of specified Three and

thickness as directed including watering, Eighty Paise

rolling etc. complete with all leads and lifts. Only

240.00 18 Providing and fixing in position 110 mm dia 263.70 Rupees Two Mt.

PVC pipe weep holes in abutment, wing Hundred Sixty

wall, and laying training etc. complete Three and

1.00 19 Providing & fixing in position sign board of 3011.30 Rupees Three No.

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

angle 40mmx40mmx6mm with 3mm thick Eleven and

iron plate including fixing in 1:5:10 prop. Thirty Paise

Concrete block size 40cmx40cmx75 cm Only

including painting existing data on the

board etc. complete as directed.

1.00 20 Providing videography on the occasion 1230.51 Rupees One 4 Hrs.

of function or for ongoing construction Thousand Two

work including dubbing, titling Hundred Thirty

etc.complete including cost of cassate/CD. and Fifty One

(b) up to 4.0 hours Paise Only

Rs. Seven crore Eighty six lakhs Twenty Two Thousand Seven Hundred Five and Paisa Sixty six only.

I/We am/are willing to carry out the work at

(Should be written in figures and word) of the estimated rates mentioned above. Amount of my/our tender

* Estimated Amount put to tender * Estimated Amount put to tender

*(Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Velachha Distry Sub Division K.R.B.C. Division