Kakrapar Projects

Name of Work :-

Constructing Box type Canal Syphon in place of Existing Canal Syphon at ch.24404 m Of Ukai Right Bank Main Canal

Qty Item No Description of Item Rate Unit Amount

In figure In words

468.00 1 Dismentalling the R.C.C. work & disposing off the stuff 1747.70 Rupees One CM

including stacking of the useful materials etc. Thousand Seven

complete as directed. (a)Light reinforcement. (Main Hundred and Forty

bar up to 16 mm dia.) Seven and Seventy

1507.00 2 Dismentalling the existing stone masonry including 757.40 Rupees Seven CM

sorting out and stacking the useful materials and Hundred and Fifty

removing the debries and making good the damage Seven and Forty

etc. complete as directed. (b) In cement mortar Paise Only

445.00 3 Dismentalling the existing foundation concrete 1310.80 Rupees One CM

including disposing the dismentalled stuff including Thousand Three

sorting out and stacking the useful materials and Hundred and Ten and

removing the debries and making good the Eighty Paise Only

damage etc. complete as directed. (c) R.C.C for

super structure.

11531.00 4 Removing of exiting disturbed C.C. Block lining 29.10 Rupees Twenty Nine SM

including opening of joints, stacking the same and and Ten Paise Only

disposing of stuff as directed etc. complete with all

leads and lifts.

21273.00 5 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty One CM

including yellow, sandy, gravelly soil, soft & hard and Fifty Paise Only

murrum, etc. dry 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.

4363.00 6 Excavation for foundation in soft rock including 154.10 Rupees One Hundred CM

depositing the excavated stuff as and where directed and Fifty Four and

etc. complete for lead upto1.0Km and all lifts.(By Ten Paise Only

machinary) (a) Above water table.

7 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)

2011.38 7A (A) Foundation M-10 3836.00 Rupees Three CM

Hundred and Thirty

3427.00 7B (B) Piers, abutment, wingwalls, headwall, returnwall 4499.60 Rupees Four CM

etc - grade M-15 Thousand Four

Hundred and Ninety

Nine and Sixty Paise

775.00 7C (C) Raft, Bottom slab of barel, footing of 4796.10 Rupees Four CM

columns,piers, abutment and bottom slab of sump Thousand Seven

etc. - grade M-20 Hundred and Ninety

Six and Ten Paise

430.00 7D (D) Raft, Bottom slab of barel, footing of 4977.00 Rupees Four CM

columns,piers, abutment and bottom slab of sump Thousand Nine

etc. - grade M-30 Hundred and Seventy

1020.00 7E (E) Roadway slab, approch salb, chute floor slab,kerb, 5336.30 Rupees Five CM

pier cap, abutment cap, hoisting platform,top slab of Thousand Three

barrel etc. - grade M-30 Hundred and Thirty

Six and Thirty Paise

1699.00 8 Providing and placing in position reinforcement 7194.00 Rupees Seven Qtl.

bars including cutting, bending welding, joints Thousand One

where necessary, hooking etc. complete as per Hundred and Ninety

drawing for all lead and lifts. (A) TMT Four Only

34.76 9 Providing and fixing in position pre moulded asphalt or 1007.40 Rupees One SM

bitumin cork board of approved quality and Thousand Seven and

specification as per design and drawing as directed. Forty Paise Only

(D) 12mm thickness

190.00 10 Providing and fixing in position PVC heavy duty 384.90 Rupees Three Mt.

water stops in barrels, trough, and wing wall with Hundred and Eighty

25 mm wide expension joint as shown in drawing Four and Ninety Paise

including filling the joints with asphalt pad or bitumins Only

or cork board of approved quality. (A) 225mm wide

PVC water stop.

310.00 11 Providing and filling the polysulphide joint selent of the 533.00 Rupees Five Hundred Mt.

approved make in the expansion and contraction and Thirty Three Only

joints in the c.c. lining including clearing the joints with

24257.00 12 Earthwork in embankment using soil, soft & hard 237.10 Rupees Two Hundred CM

murrum excavated from approved borrow area/village and Thirty Seven and

tanks etc.including breaking clods, dressing to the Ten Paise Only

design section with lead up to 15.0 kilometer and all

lifts.(By poclane machinary)

24257.00 13 Compaction of selected soil/hard murrum/soft murrum 10.40 Rupees Ten and Forty CM

in even thickness of 15 to 20 cms including watering Paise Only

rolling of suitable capacity etc. complete as directed.

13500.00 14 Excavation of canal/drain in all sorts of soils (including 82.40 Rupees Eighty Two CM

wet and slushy condition of soil) including depositing and Forty Paise Only

the excavated stuff in uniform layers in canal banks or

in spoil banks or as and wheredirected including

dressing the canal section up to lead of 50 mt. and lift

including clearing the site etc. complete ( by

Machinery for canal / drain maintenance ) ( up to

cumecs capacity of canal / drain )

11120.00 15 Providing and laying plain / reinforced cement 659.40 Rupees Six Hundred SM

concrete lining of M-15 grade in bed, side slopes and and Fifty Nine and

curvature including batching, mixing, transporting Forty Paise Only

placing, smooth finishing, curing including dewatering

where required. ( machinary based without Paver) (c)

15 cm thick lining in Bed & slope.

1496.00 16 Supplying and laying mechanically woven double 1779.00 Rupees One No.

twisated Hexagonal Zn + PVC coated box wire mesh Thousand Seven

gabions Size 1m x 1m x 0.5m filled with 15 to 40 kg. Hundred and Seventy

trap rubble stone (approximate 0.75) tone with mesh Nine Only

size 10x12 cm 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. comp. (Considering lead of 45km

for for rubble materials)

795.00 17 Finishing wall with weather proof exterior emulsion 120.26 Rupees One Hundred SM

paint on wall surface (two coats) to give an required and Twenty and

shape even shade after thoroughly brushing the Twenty Six Paise Only

surface to remove all dirt, and remains of loose

powdered materials.etc complete

80.00 18 Type - A, "W" : Metal Beam Crash Barrier (providing 3496.62 Rupees Three Mt.

and erecting a "W" metal beam crash barrier Thousand Four

comprising of 3 mm thick corrugated sheet metal Hundred and Ninety

beam rail, 70 cm above road/ground level,fixed on Six and Sixty Two

ISMC series channel vertical post, 150 x 75 x 5 mm Paise Only

spaced 2 m centre to centre, 1.8 m high, 1.1 m below

tround/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on

the vertjcal post with a spacer of channel section

x 75 x 5 mm, 330 mm long complete as per clause

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

size of 1.20mx0.90m with M.S angle Thousand Eleven and

40mmx40mmx6mm with 3mm thick iron plate Thirty Paise Only

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

40cmx40cmx75 cm including painting existing data on

the board etc. complete as directed.

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

function or for ongoing construction work Thousand Two

including dubbing, titling etc.complete including cost Hundred and Thirty

of cassate/CD. (b) up to 4.0 hours and Fifty One Paise

Rs. Six Crore Ninety Seven Lacs Five Thousand Six Hundred Forty Nine and Paisa Fifty one only.

I/We am/are willing to carry out the work at _________________________________________________________________ % (percentage) above/below

(Should be written in figures and word) of the estimated rates mentioned above. Amount of my/our tender works out as under.-:

* 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.

Section Officer Deputy Executive Engineer

Velachha section-1 Velachha Distry Sub Division

Velachha Kosamba

Signature of Contractor Executive Engineer

K.R.B.C. Division