Flood damage repair to Somnath T.R. across Triveni near village: Prabhas patan in Veraval Taluka of Gir Somnath District.

Sr. No. specification and reference to Qty Unit (Without

(Without GST)

book of specifications) GST)

Dewatering of foundation area,

pits & trenches of head works and

allied works with diesel or

1 electrical pumping 93600.00 HP-Hr 27.00

arrangementincl cost of pipe

lines, others materials ,labours etc

complete as directed with all lifts.

Earthwork / Back filling with

side borrow area or from

2 excavated useful material incl. 13819.00 Cum 141.00

watering ramming, Compaction

with pneumatic temping and all

lead and lift etc complete.

Dismentalling the existing earth

dam /bund including depositing

the useful excavated stuff as and

where directed including sorting

and stacking useful material in

measurable conditionas required

up to lead of 50 mt. and all lifts etc

completed.

Dismantling C.C. foundation or

flooring sorting & stacking useful

4 and unuseful material in lead upto 27.94 Cum 828.00

200mt as directed etc. complete.

Excavation of all sorts of strata and

formations including depositing

the un-useful excavated stuff as

and where directed including

sorting and stacking useful

materials as directed up to 200mt

lead and all lift etc. completed

including dewatering. IN

OVERBURDEN INCL. HARD

Providing, cutting, bending,

binding and fixing in position as

per drawing. TMT BAR

reinforcement for R.C.C. works

and anchor bars including cost of

black annealed 16 to 18 BWG M.S.

Wire etc. complete with all lead

and lift. (a) Fe

Providing & Laying in position

controlled cement concrete using

cement sand & crushed metal

aggregate by machine mix incl.

necessary formworks compaction

by mechanical vibratoer curing as

directed with all lead and lift etc

complete. Excluding the cost of

steel. i) For bucket and end sill etc

C) Concrete grade M-25 and MSA-

40mm(Graded)

Providing & Laying in position

controlled cement concrete using

cement sand & crushed metal

aggregate by machine mix incl.

necessary formworks compaction

by mechanical vibratoer curing as

directed with all lead and lift etc

complete. Excluding the cost of

steel. II) For ogee crest,u/s and

d/s face skin concrete

C) Concrete grade M-25 and MSA-

40mm(Graded)

Prov. and laying in position

""NOMINAL MIX"" cement

concrete using cement, sand and

crushed aggregate by mass and

machine mix for C.C. work

9 including necessary formworks 1807.00 Cum 3822.00

centering scaffolding compaction

by Mechanical vibrator, curing as

directed with all lead and lift etc

complete. (c) Concrete Grade

1:2:4 and MSA-40 mm (graded)

Providing and laying STONE

LOANCHING APRON by using

50% stone which having weighing

10 not less than 40 Kg or as specified 11840.00 Cum 765.00

incl hand packing and filling the

interstices by spouls etc complete

with all lead and lift.

Quarring ,trasporting & laying

horizontal and inclind sand filter of

required gradation in earthen

11 dam in layers of specified 369.00 Cum 535.00

thickness incl.required watering

,light rolling for all lead and lift etc

Providing and laying graded

filters of sand,gravel/metal and

over size metal ( 100 to 150 mm)

12 behind the retaining wall &wing 369.00 Cum 530.00

walls as directed as per approved

drawing with all lead and lifts etc

Providing Two Coat of Epoxy

bonding of New concrete or

mortar to old surface in structure

with proper application of coat of

13 resin and hardener in proportion 104.00 Sqmt 982.00

4:1 by weight confirming to IS-

9197 to give proper bond between

old surface and new concrete or

mortar etc complete.

Providing and fixing gauge post

with M.S.Channel of size

150x75x5mm of required length

as per design with necessary

foundation and with painted

enameled plate and fixing it on MS

channel etc complete with

necessary oil paint.

Place ideatification sign :-

Providing and fixing sing boards

made out of 2mm aluminium

sheet; size 150 x 90cms. rectangle

as as per the design of IRC-67-

1977 pre treated with phospheting

process & acid etching; coated

with one coat of epoxy primer and

two coats of best quality epoxy

paint; reflectorised with retro

refiective sheeting as per latest

M.O.S.T. Specifications; Letters

and numerals should be as per

IRC-30-1968, 3.1m long (2 nos)

15 stand post and frame fabricated 2.00 No 9390.66

from suitable size iron angle of

required; painted with best

quality epoxy coatings in black

and white bends. the details of

symbolor inscription/numerals for

each board shall be as per the

instruction of engineer in charge.

The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60cms.

for each leg. including excavation

curing etc. complete under the

supervision of engineer in

charge.(A) Engineer Grade (VR)...

I/We am/are willing to carry out the work at….......................% above/below percent

(Should be written in figures and words) of the estimated rate mentioned above.

Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For Above INR 50 Cr. )

Description of Item (with brief

Item Rate In

specification and reference to Quantity Unit Amount

No. figures

book of specifications)

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ……………………………… By

(in words) ………………………………………………….………………………………………………...

(C)Net Tendered Amount (A-B) (in figure) ……………………………… EE

(in words) ………………………………………………….………………………………………………...

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

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work

3 GST and Income tax TDS will be deducted at a source while making payments

4 In all R.C.C. Items in Rate Analys`is Standard Cement Consumption has been

taken as per Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 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.

Signature of Contractor Executive Engineer

Gir Somnath Irrigation Division