AR Lining & coating work in various Plants at GNFC,TDI-II Dahej- 2026

Sr. no. Item description Unit Est. Qty. SOR Rate

Providing & Laying (P&L) of 25 mm. thk acid-proof lining work for all depth and for all

levels and at all height, for foundations / floors, etc. in horizontal & vertical faces with

A.R. Bricks, with required mastic upto 5 mm thick in true slope, line & level etc including

Furan Bedding & jointing materials.

(A) 25 mm. th. A.R. bricks with 6 mm. hollow-joints.

(B) Furan Bedding - 10 mm. thk

(C) Jointing,Pointing with Furan : min size of 6 mm. X 20 mm. joint.

(D) Incl. Labour charges for laying of 25 mm. thk. acid-proof lining work at all levels for

foundations / floors in horizontal & vertical faces incl. surface preparation with Acid

itching @ of 10.0% HCl to remove latitance & roughening the surface, cleaning, with

water & drying thoroughly. Etc complete with all material labours, tools & tackles etc.. As

per specification & instruction of EIC

Laying of 25 mm. thk acid-proof lining work for all depth and for all levels and at all

height, for foundations / floors, etc. in horizontal & vertical faces with A.R. Bricks, with

required mastic upto 5 mm thick in true slope, line & level etc including Furan Bedding &

jointing materials.

(A) 25 mm. th. A.R. bricks with 6 mm. hollow-joints.

(B) Furan Bedding - 10 mm. thk

(C) Jointing,Pointing with Furan : min size of 6 mm. X 20 mm. joint.

(D) Incl. Labour charges for laying of 25 mm. thk. acid-proof lining work at all levels for

foundations / floors in horizontal & vertical faces incl. surface preparation with Acid

itching @ of 10.0% HCl to remove latitance & roughening the surface, cleaning, with

water & drying thoroughly. Etc complete with all material labours, tools & tackles etc.. As

per specification & instruction of EIC.

"Providing & Laying (P&L) of 15 mm. thk acid-proof lining work for all depth and for all

levels and at all height, for foundations / floors in horizontal & vertical faces with A.R.

Bricks, with required mastic upto 5 mm thick in true slope, line & level etc including

Furan Bedding & jointing materials.

(A) 15 mm. th. A.R. bricks with 6 mm. hollow-joints.

(B) Furan Bedding - 10 mm. thk

(C) Jointing,Pointing with Furan : min size of 6 mm. X 20 mm. joint.

(D) Incl. Labour charges for laying of 15 mm. thk. acid-proof lining work at all levels for

foundations / floors in horizontal & vertical faces incl. surface preparation with Acid

itching @ of 10.0% HCl to remove latitance & roughening the surface, cleaning, with

water & drying thoroughly. Etc complete with all material labours, tools & tackles etc.. As

per specification & instruction of EIC"

P&F with FURANE pointing material to A.R. brick lining work at all level with following

specification of work: Removing existing pointing work with racking of joints upto 20mm

4 depth and 5 to 6 mm width Cleaning of joints, removal of dust particles if any and filling M2 500

the joints with all materials, labours, tools, tackles complete as per specification & inst

Labour rate for removal of existing A.R. brick lining flooring/cladding including carefully

chipping & removal of bricks/stone, cleaning of bricks/stones, transporting, properly

stacking at the location approved by GNFC, removal of bedding and mastic, disposal of

waste materials to GNFC's waste storage area, thorough cleaning of floors / walls etc.

completed as per instruction of Engr. - in - charge. Working upto 5.0mtr height/depth.

Miscellaneous civil works which can not be measured & covered under above items, of

following categories of skilled & unskilled manpower, to be actually deployed for the job

6 as directed by EIC, including all consumables, all tools, tackles, supervision, safety DAY 15

compliances, all liabilities etc. for all heights and depths, till completion of the job. For

Unskilled labour.

Providing and laying sand and bitumen layer(50 mm thick) as a leveling course over

concrete sub base. The rate shall include proper mixing of sand with hot bitumen of 80 /

100 grade at required temperature as per instruction of Site Engineer .The mixing

7 proportion for sand and bitumen shall be 1:4 in ratio by weight. (1 part of bitumen and 4 M2 50

parts of sand). The item shall include mixing, laying, compaction, leveling etc. complete.

Schedule of Rates

Subject: AR Lining & coating work in various Plants at GNFC, TDI-II Dahej-

Name of agency: M/S

Time limit : 11(Eleven) Months

Sr. no. Item description Unit Est. Qty. SOR Rate

Chemical Resistance Coating - ARPN-54:

Remove of Oil, Grease, Dust by washing. Surface preparation and cleaning with

respective chemical solution, if required. Scraping the surface, removing lumps from

RCC wall/floor etc. For work at all levels and heights.Direct application of :

A) Primer Coat consisting of the following shall be applied on

the concrete surface pretreated by acid-etching, followed by

water washing.Resin B - 47 – 100 Pbw

Hardner K-46 – 50 Pbw

MAKE - ATUL Ltd.

B) Over the priming coat 3mm thick Epoxy Plaster

consisting of the following shall be applied.

Resin B-11 - 100 Pbw

Hardner K - 41 - 45 Pbw

Hardner K - 42 - 15 Pbw

MAKE - ATUL Ltd.

Quartz Sand Mix no. : ‘10’ – 800 Pbw

C) The Sealing coat two coat shall be done 2 mm thick in two

coats, consisting of the following. ARPN-54 (Novalac based) -MAKE - ATUL Ltd.

Total thickness of system is 5.120 mm.

Supply of of tractor with trailer as directed by the EIC. (8 working hours of trailor/ trailer

shall be considered as one working day)

Chemical Resistance Coating : Removal of Oil, Grease, Dust by washing, Surface

preparation and cleaning with Loctite Natural Blue(2-3 times). Direct application of single

loctite or any equivalent primer (Poly prime R or equivalent) of 100 microns which can

give strong bonding between old RCC surface and top coat, followed by 2 coats of

Chemical Resistance Coating of 500 microns to withstand the application as per the

detail chemical compositition of effluent given by us and other item/material required to

successfully complete the work, including mixing in proportion as per manufacturer

10 specification with all tools, tackles, material, labour etc. complete including scaffolding if M2 50

required.The measurement shall be paid for the actual work executed on site. Technical

specs of Loctite or equivalent Chemical resitance Primer and coating shall be submit

prior to procure it and shall be brought as per EIC guideline.

The work to be executed with all required safety gadgets. The site will be cleaned after

completion of work and the work will be executed round the clock as per instruction of

engineer in charge.

Providing and fixing nozzles by drill bit of minimum 100mm to 150mm depth and

minimum and fixing self-expanding non return packers of 10mm dia. at critical location

and at the damaged weak point of RCC structure. Providing polyurethane lowviscous

pressure grouting by using approved quality material. Pressure grouting shall be done

11 with heavy pressure pump by injecting the PU material in sealed packers for arresting NOS 50

the leakages seepage water by PU injection gun at grouting pressure range minimum

about 25 Kg/cm2, injecting till the refusal by allowing properties etc. The work includes

all tools, tackles, scaffoldings, labours, risks, safety precautions etc. completed as

directed by E.I.C.

Providing & Laying (P&L) of 38 mm. thk acid-proof lining work for all depth and for all

levels and at all height, for foundations / floors, etc. in horizontal & vertical faces with

A.R. Bricks, with required mastic upto 5 mm thick in true slope, line & level etc including

Furan Bedding & jointing materials.(A) 25 mm. th. A.R. bricks with 6 mm. hollow-

joints.(B) Furan Bedding - 10 mm. thk(C) Jointing,Pointing with Furan : min size of

mm. X 20 mm. joint.(D) Incl. Labour charges for laying of 25 mm. thk. acid-proof lining

work at all levels for foundations / floors in horizontal & vertical faces incl. surface

preparation with Acid itching @ of 10.0% HCl to remove latitance & roughening the

surface, cleaning, with water & drying thoroughly. Etc complete with all material labours,

tools & tackles etc.. As per specification & instruction of EIC

Providing & Laying (P&L) of 38 mm. thk acid-proof lining work for all depth and for all

levels and at all height, for foundations / floors, etc. in horizontal & vertical faces with

A.R. Bricks, with required mastic upto 5 mm thick in true slope, line & level etc including

CNSL Bedding & jointing materials.(A) 25 mm. th. A.R. bricks with 6 mm. hollow-

joints.(B) CNSL Bedding - 10 mm. thk(C) Jointing,Pointing with CNSL : min size of

mm. X 20 mm. joint.(D) Incl. Labour charges for laying of 25 mm. thk. acid-proof lining

work at all levels for foundations / floors in horizontal & vertical faces incl. surface

preparation with Acid itching @ of 10.0% HCl to remove latitance & roughening the

surface, cleaning, with water & drying thoroughly. Etc complete with all material labours,

tools & tackles etc.. As per specification & instruction of EIC.

Schedule of Rates

Subject: AR Lining & coating work in various Plants at GNFC, TDI-II Dahej-

Name of agency: M/S

Time limit : 11(Eleven) Months

Sr. no. Item description Unit Est. Qty. SOR Rate

Providing and laying 25mm*25mm FURAN vatta around in triangular shape in Furan

14 mortar including surface preparation mixing, transporting, laying, with all material/s tools M 500

and tackles as per specification & instruction of the 'EIC'. For work at all levels.

Providing and laying 25mm*25mm CNSL vatta around in triangular shape in CNSL

15 mortar including surface preparation mixing, transporting, laying, with all material/s tools M 200

and tackles as per specification & instruction of the 'EIC'. For work at all levels.

Providing and laying 25mm*25mm Epoxy vatta around in triangular shape in epoxy

16 mortar including surface preparation mixing, transporting, laying, with all material/s tools M 300

and tackles as per specification & instruction of the 'EIC'. For work at all levels.

Providing and applying of 10 mm. thick (average) mastic-flooring with primer and

coating, required materials, as per the detail specifications including surface preparation

17 mixing, transporting, laying, compacting, with all material/s tools and tackles all leads M2 775

and for work up to all levels and at all heights etc complete, as per specification &

instruction of the 'EIC'.

Providing and applying of 15 to 20 mm. thick (average) mastic-flooring with primer and

coating, required materials, as per the detail specifications including surface preparation

18 mixing, transporting, laying, compacting, with all material/s tools and tackles all leads M2 675

and lifts work for work up to all levels and at all heights etc complete, as per

specification & instruction of the 'EIC'.

Providing 90/15 grade hot bitumen coating @ of 1 Kg/Sq.Mtr at all levels, on bituminous

mastic, floor, RCC etc including cleaning of surface, heating of bitumen, application of

19 bitumen coating at all level, providing and applying silica floor over bitumen coating, M2 500

finishing the surface.

Demolishing of concrete (RCC/ PCC) of any grade, manually and/or by mechanical

means for work upto all levels with all labour, tools, scaffolding, safety arrangement

including separating and cutting reinforced steel, straightening, stacking for re use or

20 returning to GNFC scrap yard with loading, unloading and transportation, disposal of M3 10

debris upto lead of 4 kms by loading, transporting, unloading and levelling etc complete

as directed by EIC.

Dismantling/ chipping of cement mortar (of all thickness) at all levels, including raking out

21 joints and cleaning the surface, disposal of rubbish to the dumping ground within 4 km M2 100

lead with loading, transportation, unloading, levelling etc. complete.