STRENGTHENING/ REPAIRING OF MDRB AT CH. KM 157.015 (KACHCHH BRANCH CANAL) ON KANKHOI TO KUDA ,TA. BHACHAU ,DIST. KACHCHH IN GUJARAT

Clearing and grubbing road land including

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to

mm removal of stumps of trees cut earlier

and disposal of unserviceable materials (C)

By mechanical means in area of light jungle.

Dismantling the existing structure including

removing and stacking the dismantled

materials as and where directed.(A) R.C.C.

Diversion of water course, providing

cofferdam and bund or island as may be

3 necessary for foundation and maintaining Each 3.00 78931.50

the same for the period as may be

necessary.

Providing and filling in foundation with

ordinary Cement concrete M-15 mix and

4 providing necessary vertical pin headers Cu.m 2.00 3697.13

including formwork, vibrating, ramming

and curing complete.

Providing flood gauge marks on

5 substructure as per design including Rmt 6.00 167.03

painting complete.

Scaffolding:-Providing, erecting and

Dismantling safe H frame and/or Pipe

scaffolding including working platform for

external area of Bridge Pier to facilitate all

works etc. completed. Measurement for

payment shall be considered as per Detail

specification. (Height range from 2 to 7 mt

approx.. or as per site condition)

Removal of defective concrete, cleaning the

surface thoroughly, applying the shotcrete

mixture mechanically with compressed air

under pressure, comprising of cement,

sand, coarse aggregates, water and quick

setting compound in the proportion as per

7 clause 2807.1., sand and coarse aggregates Sqm 157.00 594.79

conforming to IS: 383 and table-1 of IS:

respectively, water cement ratio ranging

from 0.35 to 0.50, density of gunite not less

than 2000 kg/cum, strength not less than

Mpa and workmanship conforming to

clause 2807.6.

Epoxy bond coat:

8 Epoxy bonding of new concrete to old Sqm 157.00 529.24

Providing and inserting nipples with

approved fixing compound after drilling

holes for grouting as per Technical

9 specifications including subsequent Nos. 817.00 502.98

cutting/removal and sealing of the hole as

necessary of nipples after completion of

grouting with Cement/Epoxy.

Sealing of crack / porous concrete with

10 Epoxy Grout by injection through nipples Kg 817.00 794.87

complete as per clause 2803.1.

Applying epoxy mortar over leached, honey

combed and spalled concrete surface and

exposed steel reinforcement complete as per

Technical specification

Scarifying gravelled macadam or bitumen

macadam surface 6 cm to 10 cm. depth

including stacking useful materials on road

side and disposing off remaining stuff

Providing and casting in situ controlled

cement concrete of M 40 for average

mm. thick wearing coat laid as directed

including tamping vibrating finishing

curing and filling in joints with bitumen

Providing and placing in position FE 500D

TMT. Bar reinforcement including, cutting,

bending hooking and tying complete as per

detailed drawings.

Shear connectors:- Drilling holes into

existing concrete substrate for anchoring of

new anchoring rebars with 20 mm dia shear

connectors at 0.3 m c/c as per drawing and

for additional rebar provision in repair area

and fixing with chemical anchor lokfix of

fosroc make / Masterflow 935 of BASF

make / Hilti Hy200 / Fischer. Drilling hole

diameter: 4 mm larger to rebar dia drilling

depth: min 10 times the rebar dia including

cleaning, cutting, fabricating, chemical,

tools, tackles etc. completed as directed by

Road marking with hot applied

thermoplastic paints with reflectorising

glass beads on bitumin surface providing

and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-

2015. The finished surface to be level,

uniform and free from streaks and holes.

zebra patta /bump patta lane/center line/

edge line/cut patta. The white color

marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

100 mcd/m2/lux during the service life

during the day time. The marking should

meet the performance criteria for night time

reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of

IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Supplying and fixing cat eye (Stimsonite)

made out from Acrilo beautile sterine

injuction high compressed molding with

17 reflector made of MMC (prismatic type of Nos. 13.00 375.72

size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

Hazard Marker Sign :-Providing and fixing

sign boards made out of 2.0 mm aluminium

sheet / 4 mm ACP (Aluminum composite

Panel); size 90x30 cms. rectangular as per

design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated

with one coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade

retro refiective sheeting of Type-11 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxy coatings in

black and white bends. The details of

symbol foreach 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 60 Cms. for each leg. including

excavation, curing etc. complete under the

supervision of engineer in charge. A

warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro

Reflective sheeting

Cautionary Warning Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90cms.

equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process

& acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiective sheeting of

Type-11 as per ASTM D-4956 and latest

M.O.S.T. Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxy coatings in

black and white bends. The details of

symbol 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 60 Cms. for each leg. including

excavation, curing etc. complete under the

supervision of engineer in charge. A

warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro

Reflective sheeting

Diversion Ahead Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 180x60 cms.

20 rectangular as per design of IRC-67-2012. Nos. 2.00 10671.66

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic

Grade retro reflective sheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.1 mtr long stand post (2

Nos.) of 50 x 50 x 5mm / 50NB Circular MS

Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxy coatings in

black and white bends. The details of

symbol foreach 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 60 Cms. for each leg. including

excavation, curing etc. complete under the

supervision of engineer in charge. A

warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro

Reflective sheeting

Providing P.V.C. 110 mm diameter & 1m

21 hight water spouts including necessary iron Each 18.00 257.47

gratings as per drawings.

Supplying fabricating and erecting welded

and/or bolted and/or riveted steel work in

built up sections, trusses and framed work,

staging, racks, Height Gauge etc. for Steel

Structures other than bridge girders, using

RSJ, tees, angles and channels/flats, plates,

gussets, round or square bars, cleats, bolts

etc., with contractors own steel including

cutting, bending, straightening, drilling,

riveting, hoisting, fixing, erecting, welding,

bolting etc., with Providing stiffeners

wherever required as per approved

drawing including applying a priming coat

of a approved steel plants, lead & lift

including crossing of tracks if required etc.,

complete as per specification and as

directed by Engineer-in-charge.

Note: The payment shall be made on the

theoretical weight of main components and

gusset plates only.

Replacement of Expansion Joints Complete

as per Drawing.( Including , Dismantaling

Epoxy Bond Coat , M-30 Grade concrete

with all Labour & materials ) .

Strip Seal Expansion Joint (Providing and

laying of a strip seal expansion joint

catering to maximum horizontal movement

upto 70 mm, complete as per approved

24 drawings and standard specifications to be Rmt 34.40 1733.16

installed by the manufacturer/supplier or

their authorised representative ensuring

compliance to the manufacturer's

instructions for installation.)

Carrying out load test of super structure as

directed including all necessary materials

plant equipment, instruments, labour and

arrangements for test directed.

Repair of RCC Railing (Carrying out repair

26 of RCC M30 railing to bring it to the Rmt 76.62 118.17

original shape.)

Total =

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:- 29,76,670.00/- Estimated amount put to tender:- 29,76,670.00/-

below Add........... % Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of

specifications) figures Words

(A) Total Tendered Amount

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

(C) Net Tendered Amount (A-

1 The Contractor shall exhibit a board with detailed specification and details

of work asdirected 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

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 perGovt. 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 itemat the rate of

input rate mentioned in all the tender.