Kakrapar Projects

Name of Work :-

Constructing Box type Drainage Syphon in place of Existing Drainage Syphon at Ch. 5940m of Ukai Right Bank Main Canal.

Qty Item Description of Item Rate Unit Amount

In figure In words

370.14 1 Dismentalling the existing Stone masonry including 757.40 Rupees Seven CM

sorting out and stacking the useful materials and Hundred Fifty Seven

removing the debries and making good the damage etc. and Forty Paise Only

complete as directed. (b) In cement mortar

5044.00 2 Removing of exiting disturbed C.C. Block lining including 29.10 Rupees Twenty Nine SM

opening of joints, stacking the same and disposing of stuff as and Ten Paise Only

directed etc. complete with all leads and lifts.

596.31 3 Dismentalling the existing foundation concrete including 1310.80 Rupees One CM

disposing the dismentalled stuff including sorting out and Thousand Three

stacking the useful materials and removing the debries Hundred Ten and

and making good the damage etc. complete as Eighty Paise Only

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

9286.00 4 Excavation for foundation in all sorts of soil including 81.50 Rupees Eighty One CM

yellow, sandy, gravelly soil, soft & hard murrum, etc. dry and Fifty Paise Only

condition including depositing the excavated stuff in uniform

layers in banks or as directed etc. complete for lead uo to

Km and all lifts. (By machinery) (a) Above water table.

237.00 5 Earthwork in CNS layer using yellow soil excavated from 249.00 Rupees Two CM

approved borrow area/village tanks etc.including breaking Hundred Forty Nine

clods, dressing to the design section with 16.0 km lead and Only

all lifts. (By Poclane machinary)

6 Providing and laying plain/ reinforced Design Mix

cement concrete of various grade with cement, sand

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)

1603.86 6A (A) Foundation M-10 3836.00 Rupees Three CM

Hundred Thirty Six

2106.00 6B (B) Piers, abutment, wingwalls, headwall, returnwall etc - 4499.60 Rupees Four CM

grade M-15 Thousand Four

Hundred Ninety Nine

and Sixty Paise Only

237.00 6C (C) Raft, Bottom slab of barel, footing of columns,piers, 4977.00 Rupees Four CM

abutment and bottom slab of sump etc. - grade M-30 Thousand Nine

Hundred Seventy

437.00 6D (D) Roadway slab, approch salb, chute floor slab,kerb, pier 5336.30 Rupees Five CM

cap, abutment cap, hoisting platform,top slab of barrel etc. - Thousand Three

grade M-30 Hundred Thirty Six

and Thirty Paise

786.00 7 Providing and placing in position reinforcement bars 7194.00 Rupees Seven Qtl.

including cutting, bending welding, joints where Thousand One

necessary, hooking etc. complete as per drawing for all lead Hundred Ninety Four

and lifts. (A) TMT Only

10.00 8 Providing and fixing in position pre moulded asphalt or 1007.40 Rupees One SM

bitumin cork board of approved quality and specification as Thousand Seven

per design and drawing as directed. (D) 12mm thickness and Forty Paise Only

129.00 9 Providing and fixing in position PVC heavy duty water 384.90 Rupees Three Mt.

stops in barrels, trough, and wing wall with 25 mm wide Hundred Eighty Four

expension joint as shown in drawing including filling the joints and Ninety Paise

with asphalt pad or bitumins or cork board of approved Only

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

150.00 10 Providing and filling the polysulphide joint selent of the 533.00 Rupees Five Mt.

approved make in the expansion and contraction joints in the Hundred Thirty

c.c. lining including clearing the joints with air water jet. Three Only

6645.00 11 Earthwork in embankment using soil, soft & hard murrum 118.10 Rupees One CM

excavated from approved borrow area/village tanks Hundred Eighteen

etc.including breaking clods, dressing to the design section and Ten Paise Only

with lead up to 5.0 kilometer and all lifts.(By poclane

6882.00 12 Compaction of selected soil/hard murrum/soft murrum in 10.40 Rupees Ten and CM

even thickness of 15 to 20 cms including watering rolling of Forty Paise Only

suitable capacity etc. complete as directed.

4245.00 13 Providing and laying plain / reinforced cement concrete lining 659.40 Rupees Six Hundred SM

of M-15 grade in bed, side slopes and curvature including Fifty Nine and Forty

batching, mixing, transporting placing, smooth finishing, Paise Only

curing including dewatering where required. ( machinary

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

45815.00 14 Excavation of canal/drain in all sorts of soils (including wet 82.40 Rupees Eighty Two CM

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

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 1.5 cumecs capacity of canal / drain )

650.00 15 Supplying and laying flexible gabions of size 1m x 1m x 0.5 2180.80 Rupees Two No.

m of rope 9mm dia 4 Strand P.P. materials mesh opening Thousand One

100 mm * 100 mm filled with 20 to 40 kg trap rubble Hundred Eighty and

stone (approximate weight 0.75 tonne) as per drawing Eighty Paise Only

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.

450.00 16 Finishing wall with weather proof exterior emulsion paint on 120.26 Rupees One SM

wall surface (two coats) to give an required shape even Hundred Twenty and

shade after thoroughly brushing the surface to remove all Twenty Six Paise

dirt, and remains of loose powdered materials.etc complete Only

443.00 17 Quarrying, transporting and laying inclined or horizontal 443.80 Rupees Four CM

sand filter for earthen dam in layers of specified Hundred Forty Three

thickness as directed including watering, rolling etc. and Eighty Paise

complete with all leads and lifts. Only

104.00 18 Providing and fixing in position 110 mm dia PVC pipe weep 263.70 Rupees Two Mt.

holes in abutment, wing wall, and laying training etc. Hundred Sixty Three

complete and Seventy Paise

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

1.20mx0.90m with M.S angle 40mmx40mmx6mm with 3mm Thousand Eleven

thick iron plate including fixing in 1:5:10 prop. Concrete block and Thirty Paise

size 40cmx40cmx75 cm including painting existing data on Only

the board etc. complete as directed.

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

for ongoing construction work including dubbing, Thousand Two

titling etc.complete including cost of cassate/CD. (b) up to 4.0 Hundred Thirty and

hours Fifty One Paise Only

Rs. Three crore Sixty Lakhs Eighty Nine Thousand Three Hundred Eighty Nine and Paisa Sixty 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.

Deputy Executive Engineer Executive Engineer

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