Kakrapar Projects

Name of Work :- Construction a New aqueduct on Surali khadi in place of Existing structure @ Ch. 9050 m of ukai Right bank main

Qty. Unit. Description of Items. Rate Per Amount

Item No.1 In Figure In words

6782.43 M3 Dismentalling the existing Stone masonry including sorting out and stacking the useful 757.40 Rupees Seven Hundred M3

materials and removing the debries and making good the damage etc. complete as Fifty Seven and Forty

directed. (b) In cement mortar

1579.40 M3 Dismentalling the existing foundation concrete including disposing the dismentalled 1310.80 Rupees One Thousand M3

stuff including sorting out and stacking the useful materials and removing the Three Hundred Ten

and Eighty Paise Only

debries and making good the damage etc. complete as directed. (c) R.C.C for super

5751.33 SqMt Removing of exiting disturbed C.C. Block lining including opening of joints, stacking 29.13 Rupees Twenty Nine SqMt

the same and disposing of stuff as directed etc. complete with all leads and lifts. and Thirteen Paise

20506.74 M3 Excavation for foundation in all sorts of soil including yellow, sandy, gravelly 81.50 Rupees Eighty One M3

soil, soft & hard murrum, etc. dry condition including depositing the and Fifty Paise Only

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.

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)

730.17 M3 (ii) M-10 grade 3836.00 Rupees Three M3

Hundred Thirty Six

(B) Piers, abutment, wingwalls, headwall, returnwall etc

6255.19 M3 (ii) M-15 grade 4499.60 Rupees Four M3

Hundred Ninety Nine

and Sixty Paise Only

(C) Raft, Bottom slab of barel, footing of columns,piers,

abutment and bottom slab of sump etc.

293.34 M3 (ii) M-20 grade 4796.10 Rupees Four M3

Hundred Ninety Six

(E) Roadway slab, approch salb, chute floor slab,kerb, pier cap, abutment

cap, hoisting platform,top slab of barrel etc.

127.73 M3 (iii) M-25 grade 5206.30 Rupees Five Thousand M3

Two Hundred Six and

Thirty Paise Only

(D) Raft, Bottom slab of barel, footing of columns,piers,

abutment and bottom slab of sump etc.

1572.22 M3 (iii) M-30 grade 4977.00 Rupees Four M3

Hundred Seventy

(F) Top Slab of bridge with main and cross girder of bridge etc

3028.48 M3 (iii) M-30 grade 6035.90 Rupees Six Thousand M3

Thirty Five and Ninety

5027.93 Qtl Providing and placing in position reinforcement bars including cutting, bending 7194.00 Rupees Seven Qtl

welding, joints where necessary, hooking etc. complete as per drawing for all lead Thousand One

Hundred Ninety Four

and lifts. (b) TMT

14760.00 M3 Excavation of canal/drain in all sorts of soils (including wet and slushy condition of 82.40 Rupees Eighty Two M3

soil) including depositing the excavated stuff in uniform layers in canal banks or in and Forty Paise Only

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 )

125580.00 M3 Excavation of canal/drain in all sorts of soils (dry condition of soil) including 67.30 Rupees Sixty Seven M3

depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and Thirty Paise Only

and wheredirected including dressing the canal section up to lead of 500 mt. and lift

including clearing the site etc. complete ( by Machinery for canal / drain maintenance )

( above 1.5 cumecs capacity of canal / drain ) (above water table)

927.72 SqMt Providing and fixing in position pre moulded asphalt or bitumin cork board of 1007.40 Rupees One Thousand SqMt

approved quality and specification as per design and drawing as directed. (D) 12mm Seven and Forty Paise

68.75 m Providing and fixing in position PVC heavy duty water stops in barrels, trough, 384.90 Rupees Three Hundred m

and wing wall with 25 mm wide expension joint as shown in drawing including Eighty Four and

Ninety Paise Only

filling the joints with asphalt pad or bitumins or cork board of approved quality.

(A) 225mm wide PVC water stop.

478.85 m Providing and filling the polysulphide joint selent of the approved make in the 533.00 Rupees Five Hundred m

expansion and contraction joints in the c.c. lining including clearing the joints with Thirty Three Only

1699.60 Rmt Providing and fixing in position 110 mm dia PVC pipe weep holes in abutment, wing 263.70 Rupees Two Hundred Rmt

wall, and laying training etc. complete Sixty Three and

Seventy Paise Only

14266.73 M3 Earthwork in embankment using soil, soft & hard murrum excavated from approved 67.00 Rupees Sixty Seven M3

borrow area/village tanks etc including breaking clods, dressing to the design section Only

with lead up to 1.00Km and all lifts. (By poclane machinary)

14266.73 M3 Compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 10.40 Rupees Ten and Forty M3

cms including watering rolling of suitable capacity etc. complete as directed. Paise Only

5751.33 SqMt Providing and laying plain / reinforced cement concrete lining of M-15 grade in bed, 659.40 Rupees Six Hundred SqMt

side slopes and curvature including batching, mixing, transporting placing, Fifty Nine and Forty

smoothfinishing, curing including dewatering where required. ( machinary based

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

2.00 No. Providing & fixing in position sign board of standard size of 1.20mx0.90m with 3011.30 Rupees Three No.

M.S angle 40mmx40mmx6mm with 3mm thick iron plate including fixing in Thousand Eleven and

Thirty Paise Only

1:5:10 prop. Concrete block size 40cmx40cmx75 cm including painting existing

data on the board etc. complete as directed.

471.89 M3 Supplying of graded stone aggregates of following size (for W.B.M. road ) (2) 306.78 Rupees Three Hundred M3

Hand Broken stone aggregates 40mm to 63 mm. Six and Seventy Eight

471.89 M3 Spreading the stone aggregate for rolling and W.B.M. including filling the 268.92 Rupees Two Hundred M3

interstices to required camber & gradient (excluding spreading of Blindage) (ii) 40 Sixty Eight and Ninety

mm to 63 mm size aggregates (H.B.)

1085.00 Nos. Supplying and laying flexible gabions of size 1m x 1m x 1m (mesh size 2558.00 Rupees Two Thousand Nos.

100mm x 100mm)of rope 9mm strad P.P. materials mesh filled with 10 to 40 Five Hundred Fifty

kg trap rubble stone (approximate weight 1.5 tonne) as per drawing

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.

1396.00 Rmt Providing and Filling Asphalt of the approved make and sand in the expansion and 68.03 Rupees Sixty Eight Rmt

contraction joints in the C:C lining including clearing the joints with air water jet. and Three Paise Only

12.00 Nos Providing gauge plate of following size of material fibre glass reinforced plastic 14786.61 Rupees Fourteen Nos

with engraved bands width and figures with necessary clits and fastenersand fixing Thousand Seven

Hundred Eighty Six

the same at the site of work etc complete asdirected For 0.60 mt. x 1.0 mt. gauge patti.

and Sixty One Paise

4.00 Hrs Providing videogrphy on the occasion of function or for ongoing 1230.51 Rupees One Thousand Hrs

construction work including dubbing, titling etc.complete including cost of cassate/CD. Two Hundred Thirty

and Fifty One Paise

(b) up to 4.0 hours.

1693.31 M3 Providing rubble and sand layer including supplying of rubble & coarse clean 1155.9 Rupees One Thousand M3

sharp sand at site including spreading rubble & coarse sand materials in 25 cm layer One Hundred Fifty

Five and Ninety Paise

including filling in the gaps in rubble, and levelling etc.complete as directed (80%

rubble & 20% coarse sand) including consolidation, watering etc. complete.

336.14 M2 Providing and laying Non Woven Geo Fabric Filter over the excavated surface 86.40 Rupees Eighty Six and M2

as per specification including stitching with over lap to design profile as directed in Forty Paise Only

tidal range etc. complete.

123.69 M3 Quarrying, transporting and laying inclined or horizontal sand filter for earthen dam 443.8 Rupees Four Hundred M3

in layers of specified thickness as directed including watering, rolling etc. Forty Three and

Eighty Paise Only

complete with all leads and lifts.

227.90 Mt. Providing and Erecting a "W" metal beam CRASH BARRIER comprising of 3 mm 4864.70 Rupees Four Mt.

thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC Thousand Eight

Hundred Sixty Four

series channel vertical post,150 x 75 x 5 mm space 2.00 m centre to centre 1.80 m high

and Seventy Paise

1.10 m below ground/road level fixing at site shall be in C.C. M-20 block of size 50 x Only

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 5 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 4, 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 engineer-in charge.(Metal beam

Rupees Twelve Crore Seventy lakh Forty Nine

Thousand Five Hundred Six and Seventy Two Paise

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.

Deputy Executive Engineer

Velachha Distry Sub Division

Signature of Contractor Executive Engineer

K.R.B.C. Division