Kakrapar Projects

Name of Work :-

Constructing Box type Canal Syphon in place of Existing Canal Syphon at ch.18000 m Of Ukai Right Bank Main Canal

Qty Item Description of Item Rate Item No Amount

In figure In words

2374.00 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

1876.00 1a Dismentalling the existing stone masonry 757.40 Rupees Seven CM

including sorting out and stacking the useful Hundred Fifty

materials and removing the debries and making Seven & Paisa

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

1437.00 2 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.

6945.02 3 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.

33204.00 4 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

9666.00 5 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.

20000.00 6 Dewatering the foundation trenches during 45.80 Rupees Forty Five Hp/hr

excavation of canals, drains, foundation tranches, & Paisa Eighty

concrete, masonary etc. till completion and Only

diversion of surface and sub surface water by

using pumps of suitable capacity either diesel or

electrical driven including cost of labour, pipelines

etc. for delivery distance beyond 50 meters.

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

5482.92 dewatering)

(A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

3497.00 (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

324.00 (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

1476.00 (D) Raft, Bottom slab of barel, footing of 4977.00 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Eight

sump etc. - grade M-30 hundred Forty

3399.00 (E) Roadway slab, approch salb, chute floor 5336.30 Rupees Five CM

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

platform,top slab of barrel etc. - grade M-30 hundred Six &

Paisa Thirty Only

7533.00 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 Ninety

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

239.49 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

372.00 10 Providing and fixing in position Copper water 1088.12 Rupees Three Mt.

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

25 mm wide expension joint as shown in Four & Paisa

drawing including filling the joints with asphalt pad Ninety Only

or bitumins or cork board of approved quality.

225mm wide copper water stop.

532.00 11 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.

19467.00 12 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 & Paisa

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

kilometer and all lifts.(By poclane machinary)

19467.00 13 Compaction of selected soil/hard murrum/soft 10.40 Rupees Ten & CM

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

including watering rolling of suitable capacity etc.

complete as directed.

200606.00 14 Excavation of canal/drain in all sorts of soils 82.40 Rupees Eighty CM

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

including depositing the excavated stuff in uniform 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 )

5620.00 15 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, & Paisa Forty Only

transporting placing, smooth finishing, curing

including dewatering where required. ( machinary

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

5530.00 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

510.00 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 Paisa Twenty Six

brushing the surface to remove all dirt, and Only

remains of loose powdered materials.etc

200.00 18 complete

Type - A, "W" : Metal Beam Crash Barrier 3496.62 Rupees Four Mt.

(providing and erecting a "W" metal beam crash Thousand Eight

barrier comprising of 3 mm thick corrugated sheet Hundred Sixty

metal beam rail, 70 cm above road/ground Four and paisa

level,fixed on ISMC series channel vertical post, Seventy Only

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

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

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

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

40mmx40mmx6mm with 3mm thick iron plate & Paisa Thirty

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 Paisa Fifty One

Rs. Sixteen Crore Seventy Three Lacs Fifty One Thousand Five Hundred Sixty Seven and Paisa Eight 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

Velachha section-1 Velachha Distry Sub Division

Velachha Kosamba

Signature of Contractor Executive Engineer

K.R.B.C. Division