Kakrapar Projects

Name of Work :-

Constructing Box type Canal Syphon in place of Existing Canal Syphon at ch.32870 m Of Ukai Right Bank Main Canal

Qty Item Description of Item Rate Unit Amount

In figure In words

139.00 1 Dismentalling the R.C.C. work & disposing off the 1747.7 Rupees One CM

stuff including stacking of the useful materials etc. Thousand Seven

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

(Main bar up to 16 mm dia.) Forty Seven and

1236.00 1a Dismentalling the existing stone masonry 757.4 Rupees Seven CM

including sorting out and stacking the useful Hundred and Fifty

materialsandremovingthedebriesandmaking good Seven and Forty

the damage etc. complete as directed. (b) In Paise Only

219.00 2 Dismentalling the existing foundation concrete 1310.8 Rupees One CM

including disposing the dismentalled stuff Thousand Three

including sorting out and stacking the useful Hundred and Ten

materials and removing the debries and and Eighty Paise

making good the damage etc. complete as Only

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

3733.32 3 Removing of exiting disturbed C.C. Block lining 29.1 Rupees Twenty SM

including opening of joints, stacking the same and Nine and Ten

disposing of stuff as directed etc. complete with all Paise Only

leads and lifts.

7346.00 4 Excavation for foundation in all sorts of soil 81.5 Rupees Eighty CM

including yellow, sandy, gravelly soil, soft & One and Fifty

hard murrum, etc. dry condition including Paise Only

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

1058.00 5 Excavation for foundation in soft rock including 154.1 Rupees One CM

depositing the excavated stuff as and where Hundred and Fifty

directed etc. complete for lead upto1.0Km and all Four and Ten

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

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

2221.81 6A (A) Foundation M-10 3836 Rupees Three CM

Thirty Six Only

1814.00 6B (B) Piers, abutment, wingwalls, headwall, 4499.6 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Ninety Nine and

Sixty Paise Only

725.00 6C (C) Raft, Bottom slab of barel, footing of 4796.1 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Seven

sump etc. - grade M-20 Hundred and

182.00 6D (D) Raft, Bottom slab of barel, footing of 4977 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Nine

sump etc. - grade M-30 Hundred and

386.00 6E (E) Roadway slab, approch salb, chute floor 5336.3 Rupees Five CM

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

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

Thirty Paise Only

841.00 7 Providing and placing in position reinforcement 7194 Rupees Seven Qtl.

bars including cutting, bending welding, joints Thousand One

where necessary, hooking etc. complete as per Hundred and

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

123.26 8 Providing and fixing in position pre moulded 1007.4 Rupees One SM

asphalt or bitumin cork board of approved quality Thousand Seven

and specification as per design and drawing as and Forty Paise

directed. (D) 12mm thickness Only

7577.00 9 Providing and laying plain / reinforced cement 659.4 Rupees Six SM

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

and curvature including batching, mixing, Nine and Forty

transporting placing, smooth finishing, curing Paise Only

including dewatering where required. ( machinary

based without Paver) (c) 15 cm thick lining in Bed

136.00 10 Providing and fixing in position PVC heavy 384.9 Rupees Three Mt.

duty water stops in barrels, trough, and wing Hundred and

wall with 25 mm wide expension joint as shown Eighty Four and

in drawing including filling the joints with asphalt Ninety Paise Only

pad or bitumins or cork board of approved quality.

(A) 225mm wide PVC water stop.

132.00 11 Providing and filling the polysulphide joint selent 533 Rupees Five Mt.

of the approved make in the expansion and Hundred and

contraction joints in the c.c. lining including Thirty Three Only

clearing the joints with air water jet.

11099.00 12 Earthwork in embankment using soil, soft & hard 237.1 Rupees Two CM

murrum excavated from approved borrow Hundred and

area/village tanks etc.including breaking clods, Thirty Seven and

dressing to the design section with lead up to 15.0 Ten Paise Only

kilometer and all lifts.(By poclane machinary)

11099.00 13 Compaction of selected soil/hard murrum/soft 10.4 Rupees Ten and CM

murrum in even thickness of 15 to 20 cms Forty Paise Only

including watering rolling of suitable capacity etc.

complete as directed.

7200.00 14 Excavation of canal/drain in all sorts of soils 82.4 Rupees Eighty CM

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

including depositing the excavated stuff in uniform Paise Only

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 1.5 cumecs

capacity of canal / drain )

488.00 15 Supplying and laying mechanically woven double 1779 Rupees One No.

twisated Hexagonal Zn + PVC coated box wire Thousand Seven

mesh gabions Size 1m x 1m x 0.5m filled with 15 Hundred and

to 40 kg. trap rubble stone (approximate 0.75) Seventy Nine Only

tone with mesh 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

591.00 16 Finishing wall with weather proof exterior emulsion 120.26 Rupees One SM

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

required shape even shade after thoroughly Twenty and

brushing the surface to remove all dirt, and Twenty Six Paise

remains of loose powdered materials.etc Only

80.00 17 Type - A, "W" : Metal Beam Crash Barrier 3496.62 Rupees Three Mt.

(Providing and erecting a "W" metal beam crash Thousand Four

barrier comprising of 3 mm thick corrugated sheet Hundred and

metal beam rail, 70 cm above road/ground Ninety Six and

level,fixed on ISMC series channel vertical post, Sixty Two Paise

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 Only

m high, 1.1 m below ground/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

vertical post with a spacer of channel section

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

1.00 18 Providing & fixing in position sign board of 3011.3 Rupees Three NO.

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

40mmx40mmx6mm with 3mm thick iron plate and Thirty Paise

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

40cmx40cmx75 cm including painting existing

data on the board etc. complete as directed.

1.00 19 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 Hundred and

cost of cassate/CD. (b) up to 4.0 hours Thirty and Fifty

Rs. Four Crore Thirteen Lakhs Twenty One Thousand Two Hundred Thirty six and Paisa Six 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

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

Kosamba section Velachha Distry Sub Division

Kosamba Kosamba

Signature of Contractor Executive Engineer

K.R.B.C. Division