Kakrapar Projects

Name of Work :-

Constructing Box type Canal Syphon in place of Existing Canal Syphon at ch.7440 m Of Ukai Right Bank Main Canal

Qty Item Description of Item Rate Unit Amount

In figure In words

660.00 1 Dismentalling the R.C.C. work & disposing off the 1747.70 Rupees one CM

stuff including stacking of the useful materials etc. Thousand Seven

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

(Main bar up to 16 mm dia.) Seven & Paisa

1626.00 2 Dismentalling the existing stone masonry 757.40 Rupees Seven CM

including sorting out and stacking the useful Hundred Fifty

materialsandremovingthedebriesandmaking good Seven & Paisa

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

518.00 3 Dismentalling the existing foundation concrete 1310.80 Rupees one CM

including disposing the dismentalled stuff Thousand Three

including sorting out and stacking the useful Hundred Ten &

materials and removing the debries and Paisa Eighty Only

making good the damage etc. complete as

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

607.27 4 Removing of exiting disturbed C.C. Block lining 29.10 Rupees Twenty SM

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

disposing of stuff as directed etc. complete with all

leads and lifts.

12108.00 5 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty CM

including yellow, sandy, gravelly soil, soft & one & Paisa Fifty

hard murrum, etc. dry condition including 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

5767.00 6 Excavation for foundation in soft rock including 154.10 Rupees Three CM

depositing the excavated stuff as and where Hundred Fifty Six

directed etc. complete for lead upto1.0Km and all & Paisa Forty Only

lifts.(By 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

2596.50 7A dewatering)

(A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

1936.00 7B (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

797.00 7C (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

Six & Paisa Ten

448.00 7D (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 Seventy

806.00 7E (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 Six

1955.00 8 Providing and placing in position reinforcement 7194.00 Only

Rupees Seven Qtl.

bars including cutting, bending welding, joints Thousand One

where necessary, hooking etc. complete as per Hundred Ninety

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

117.85 9 Providing and fixing in position pre moulded 1007.40 Rupees One SM

asphalt or bitumin cork board of approved quality Thousand Seven

and specification as per design and drawing as & Paisa Forty Only

directed. (D) 12mm thickness

3962.00 10 Providing and laying plain / reinforced cement 659.40 Rupees Six SM

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

and curvature including batching, mixing, and Forty Paise

transporting placing, smooth finishing, curing Only

including dewatering where required. ( machinary

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

146.00 11 Providing and fixing in position PVC heavy 384.90 Rupees Three Mt.

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

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

in drawing including filling the joints with asphalt Paise Only

pad or bitumins or cork board of approved quality.

(A) 225mm wide PVC water stop.

272.00 12 Providing and filling the polysulphide joint selent 533.00 Rupees Five Mt.

of the approved make in the expansion and Hundred Thirty

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

clearing the joints with air water jet.

19252.00 13 Earthwork in embankment using soil, soft & hard 237.10 Rupees Two CM

murrum excavated from approved borrow Hundred Thirty

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

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

kilometer and all lifts.(By poclane machinary)

19252.00 14 Compaction of selected soil/hard murrum/soft 10.40 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.

9000.00 15 Excavation of canal/drain in all sorts of soils 82.40 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 )

1068.00 16 Supplying and laying mechanically woven double 1779.00 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 Seventy

to 40 kg. trap rubble stone (approximate 0.75) 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

615.00 17 Finishing wall with weather proof exterior emulsion 120.26 Rupees One SM

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

required shape even shade after thoroughly and Twenty Six

brushing the surface to remove all dirt, and Paise Only

remains of loose powdered materials.etc

80.00 18 Providing and Erecting a "W" metal beam 4864.70 Rupees Four Mt.

CRASH BARRIER comprising of 3 mm thick Thousand Eight

corrugated sheet metal beam rail, 70 cm above Hundred Sixty

road/ground level fixed on ISMC series channel Four and Seventy

vertical post,150 x 75 x 5 mm space 2.00 m Paise Only

centre to centre 1.80 m high 1.10 m below

ground/road level fixing at site shall be in C.C. M-

20 block of size 50 x 50 x100 cms for each post.

All steel parts and fitments to be galvanized by

hot dip process, all fitting to conform IS: 1367 and

IS: 1364 metal beam rail to be fixed on the

vertical post with a spacer of section 150 x 75 x

mm 3.30 m long complete as per MORTH Clause

810.Rates including providing and fixing 3 mm

thick ACM type reflactor 100 mm wide, type

class-B, High inensity grade sheeting between

two 'W' metal beam throught and reflactive unit at

the top of vertical post as per IRC:67-2012 etc.

complete as per detailed drawing and directed by

1.00 19 engineer-in

Providing &charge.(Metal beam crash

fixing in position sign barrier

boardforof 3011.30 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 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 Hundred Thirty

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

Rs. Five Crore Eighty Eight Lakhs Fifty Two Thousand Three Hundred Forty Eight and Paisa Sixteen 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

Tadkeshwar section Velachha Distry Sub Division

Tadkeshwar Kosamba

Signature of Contractor Executive Engineer

K.R.B.C. Division