AMC Zone 02 Jorhat 3rd call

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Columns, piers, abutments, pillars, posts and struts

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Mild steel and Medium Tensile steel bars

Thermo-Mechanically Treated bars of grade Fe-500D or more.

All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

quintal

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:3 (1 cement :3 coarse sand)

Cement mortar 1:4 (1 cement :4 coarse sand)

From ground level upto plinth level

Above plinth level upto floor V level

From ground level upto plinth level

Above plinth level upto floor V level

Second class teak wood

35 mm thick shutters

30 mm thick shutters

12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 :

12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade 1, Type - II marked :

12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked :

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Extruded section profile size 48x40 mm

Extruded section profile size 42x50 mm

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats.

25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places

Using M.S. angels 40x40x6 mm for diagonal braces

Using flats 30x6mm for diagonal braces and central cross piece

1:4 (1 cement : 4 coarse sand)

1:6 (1cement : 6 coarse sand)

Light shade pigment using white cement

Medium shade pigment using 50% white cement 50% Grey cement

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Coupler (110 mm)

Single pushfit Coupler (110 mm)

Single tee with door (110x110x110 mm)

Single tee without door (110x110x110 mm)

Bend 87.5° (110 mm bend)

Shoe (Plain), 110 mm Shoe

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

per bag of 50 kg cement used in the mix

Flush / Ruled/ Struck or weathered pointing

Raised and cut pointing

Flush/ Ruled pointing

Raised and cut pointing

With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood.

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

On steel work

On concrete work

old work ( one or more coat)

One coat

Two coats

Old work (two or more coats)

Old work (one or more coats)

Door chowkhats

Window chowkhats

Clerestory window chowkhats

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Of area 3 sq. metres and below

Of area beyond 3 sq. metres

Of area 3 sq. metres and below

Of area beyond 3 sq. metres

For thickness of tiles 10 mm to 25 mm

For thickness of tiles above 25 mm and up to 40 mm

G.S. Sheet

Asbestos Cement sheet

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Water bound macadam road

bituminous road

90 mm to 45 mm size stone aggregate

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Over burnt (Jhama) brick aggregate 120 mm to 40 mm

Over burnt (Jhama) brick aggregate 90 mm to 45 mm

Stone screening 13.2 mm nominal size (Type A)

Stone screening 11.2 mm nominal size (Type B)

Red bajri

Good earth

Moorum

bituminous portion

Water bound macadam

Meter

On W.B.M. @ 0.75 Kg / sqm

On bituminous surface @ 0.50 Kg / sqm

Litre

per cm depth per cm width per metre length

per cm depth per cm width per metre length

New work (Two or more coats)

Old work (One or more coats)

Meter

White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Long pattern W.C. pan of size 580 mm

Orissa pattern W.C. pan of size 580x440 mm

32 mm dia

40 mm dia

Sand cast iron S&S pipe as per IS: 1729

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Sand cast iron S&S pipe as per IS: 1729

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

50 mm nominal dia Pipes

PER LITER

200 mm diameter

250 mm diameter

200 mm diameter S.W. pipe

250 mm diameter S.W. pipe

200 mm diameter

250 mm diameter

250 mm dia. R.C.C. pipe

300 mm dia. R.C.C. pipe

Rectangular shape 600x450 mm internal dimensions

Square shape 450 mm internal dimensions

For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

Pre-laminated particle board with decorative lamination on both sides

With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

Meter

Anodized (AC 15 ) aluminium tubular handle bar

Powder coated minimum thickness 50 micron aluminium tubular handle bar

after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.

laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.

third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.

fourth and final layer of brick tiling with cement mortar (which will be paid for separately.

Meter

Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work

Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.

Epoxy injection grout in concrete/RCC work of approved make

Frame size 45 x 70 mm

Frame size 50 x 100 mm

Frame size 65 x 100 mm

30 mm thick

35 mm thick

18 mm thick

25 mm thick

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Description

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

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Electrical NSI/ MR

Electrical NSI/ MR

Electrical NSI/ MR

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Electrical NSI/ MR

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Electrical NSI/ MR

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Electrical NSI/ MR

Electrical NSI/ MR

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Electrical NSI/ MR

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Per pit

Electrical NSI/ MR

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Description

Cleaning of garden, Watering of landscaped/green belt areas and maintaining the plants/ shrubs, trees, bushes, flowering beds etc and keeping these in healthy condition . Maintaining the greenery, hygienic and aesthetic in lawn & other green belt area within complex ,Trimming the branches of trees obstructing the height up to 6 m above the driveway or obstructing the visibility of road signs , trimming or weeding out of unsolicited plants grown over terrace/walls of building within complex . Maintenance of Kitchen garden or similar seasonal flower garden including preparation of beds manuring/ fertigation, weeding hoeing, watering, planting of vegitable seeds/seasonal flowering seeds including spraying of insecticide and pesticide and Harvesting. (Note:-Only Good Earth, Manure, Fertilizer, Insecticide & Pesticide & saplings or seeds will be provided by the Department and other T & P material and machines shall be provided by the contractor). Frequency of cleaning shall be daily and watering or other activities shall be as per requirement . Payment shall be done on monthly basis . Area to be decided by WHM

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forke and keeping the lawn free from weeds and fit for mowing including spreading of good earth/sludge etc as per requirement, mowing using lawn mowers and trimming of Damaged trees plants and bushes in Lawns or from any other garden within CW Complex at least once in 3 weeks and as per additional requirement. Payment shall be done at end of 6 months. Frequency: Once in 6 months in the area decided by WHM

Mixing earth and sludge or manure in the required proportion and spreading/ of sludge, dump manure and/or good earth in required thickness within complex as per requirement. Payment shall be done on monthly basis. Frequency: once a month

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant ) These includes new plants ,including seasonal flowering plants, shrubs, hedges etc. , shifting of plant from pots, Relocating the plants and /or Pots etc. within complex as per requirement by WHM, Cost of plant shall be paid extra. Payment shall be done after each work at monthly basis

Trees Plant

Shrubs Plant

Hedge Plant /Ground cover

Cutting of designer hedge/edge hoeing of hedge/edge bed Topiary cutting/shaping of plant removing of cut materials, cleaning, hoeing of plants, hoeing of trees (Topiary) watering manure and applying insecticides and fungicides etc. Payment shall be done at monthly basis. Frequency: Once in month in the area decided by WHM

Clearing heavy jungle in open area including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto secondary collection chamber .Payment shall be done after each work at monthly basis. frequency: once in 6 months and Area to be decided by WHM.

Clearing grass, shrubs, bushes grown unwanted near to buildings and roads and removal of the rubbish upto secondary collection chamber .Payment shall be done after each work at monthly basis. frequency: once in 3 months and Area to be decided by WHM.

Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage including all lead and lift for complete disposal upto designated place given by ,Local authority and as per direction of officer-in-charge. Frequency: once in a week or as per requirement of WHM. Payment shall be done based on number of trips (fully loaded)

Cleaning/Sweeping of CW Roads, Main entry Ramps, Parking yards Godown Veranda/Open Platforms and Weighbridge platform area etc. including Safe disposal of garbage/ Refuse or solid waste, scraps after segregating Organic /recyclable and inorganic waste to the dustbins placed at designated disposal sites (secondary collection centres near Office/ Godown (s) and any other place within CW Complex. Frequency: Daily and Area to be decided by WHM and Total open area cleaned shall be measured for payment and Payment shall be done at monthly basis.

Cleaning, dusting, mopping of Window Glasses (both sides), floors, furnitures, etc. to make the area neat and clean free from cobwebs, flies etc , and hygienic in Office buildings, labour Huts, Security Cabins,weighbridge cabin and other similar amenities within complex, including Safe disposal of garbage/ Refuse or solid waste, scraps after segregating Organic /recyclable and inorganic waste to the dustbins placed at designated disposal sites (secondary collection centres near Office/ Godown (s) and any other place within CW Complex. Frequency: Daily and total carpet area cleaned shall be measured for payment shall be done at monthly basis

Cleaning, dusting of Godown Walls, Top Ventilators, Roof Trusses, Parapets and other heightened structures as decided by WHM, Cleaning of Fans installed in office buildings, Cleaning of firefighting equipment including portable fire extinguishers, Sand Buckets (cleaning & refilling), and cleaning of building terrace to etc. to make the area neat and clean free from cobwebs, flies, terrace leaves etc , for maintaining hygeine in buildings, Frequency: Once in 2 month and payment shall be done on Lump sum basis for each 5000 MT Godown

Cleaning of all Toilets /Washrooms / drinking water utilities and other similar amenities within CW Complex.with water including flushing as per requirement including cost of broom, brush, wipers, cloth etc (only Toilet cleaning chemical shall be provided by WHM ) Frequency: Twice daily and payment shall be done based on no of washrooms blocks (comprising urinals, WC, Wash basins, faucet, wall tiles, floor tiles etc complete )cleaned

Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of WHM . (The old date written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account). Frequency: Once in 6 months. Payment shall be done after each work at monthly basis.

Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of WHM. Payment shall be done after each work at monthly basis

Cleaning of chocked / existing drain of campus / sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having adequate suction capacity or by deploying manual labour and adequate water jetting tank capacity including skilled operator, supervisor etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm.frequency or by deploying manual labour to make drainage system choke and water logging free complete work as per direction of WHM . Frequency : once a year or as per requirement and quantity to be decided by WHM. Payment shall be done after each work at monthly basis.

Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of WHM. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of WHM. Frequency: once in 6 months, surface area of the tank shall be measured for payment. Payment shall be done after each work at monthly basis.

Clearing of blockages in Rain Water Harvesting systems pit of plan area upto including cleaning of Rain water pit, replacing the aggregates, removal of blockages, sludges etc to restore the water flow. Cost of replaced aggregates shall be paid extra. Frequency: Twice a year. Payment shall be done after each work at monthly basis.

CWC/RO_GHY/ENGG/ZMC/26-27/03

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 2 – a cluster of central warehouse located at Jorhat I and Jorhat II on Annual rate Contract basis.

Description of Work

Price Schedule: Items mentioned at Sub Schedule ‘A (I)’: • Items based on DSR 2023 for civil works, • Non-Scheduled Market rate Items of Civil work.

CWC/RO_GHY/ENGG/ZMC/26-27/03

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 2 – a cluster of central warehouse located at Jorhat I and Jorhat II on Annual rate Contract basis.

Description of Work

Price Schedule: Items mentioned at Sub Schedule ‘A (II)’: • Items based on DSR (E &M) 2025 for Electrical works • Non-Scheduled Market rate Items of E&M work

CWC/RO_GHY/ENGG/ZMC/26-27/03

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 2 – a cluster of central warehouse located at Jorhat I and Jorhat II on Annual rate Contract basis.

Price Schedule: Items mentioned at Sub Schedule ‘A (III)’: • Items for General Maintenance Works & Services consisting Horticulture works and House Keeping Services.

CWC/RO_GHY/ENGG/ZMC/26-27/03

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 2 – a cluster of central warehouse located at Jorhat I and Jorhat II on Annual rate Contract basis.

Description

Total of Sub schedule A(I)

Total of Sub schedule A(II)

Total of Sub schedule A(III)

Total of All Sub Sch (I)+(II)+(III) {In Figures}

Total of All Sub Sch (I)+(II)+(III) {In Words}

Description

Name of the Bidder,

Address, Organization ID, Tel./Fax No. & E-mail address of Bidder

Type of constituent (Organization) (Proprietorship / Partnership / Private Limited / Limited)

Attested copy of organization Details (Proprietorship / Partnership / Private Limited / Limited)

Name of the person holding the power of attorney for this Bid

Contact details of person holding the power of attorney Mobile Number Email id.

Attested Copy of Power of Attorney details to sign the Tender Document

Earnest Money Deposit (EMD) of Rs. 2,71,700/- : to be paid through NEFT/RTGS in the bank account of CWC, and EMD submission proof is to be submitted. The bank details for submitting the EMD are: - Name of Account Holder - CENTRAL WAREHOUSING CORPORATION , Bank Name - CENTRAL BANK OF INDIA, Branch Name – SIX MILE, G.S. ROAD, KAMRUP, ASSAM - 781022, Account No.- 3314879845, IFSC – CBIN0284213, MICR - 781016024

Cost of Tender Documents : Free of cost

PF Registration code

GST Registration code

PAN No. of the Bidder

Contractor Registration enlistment with CPWD/ MES/Railway etc if any

Financial Eligibility Criteria:

The Sum (Arithmetic sum) of tenderer’s turnover: revenue (income) from operations for the last three financial year should be of value not less than Rs. 305.62 Lakh (225% of Estimated Cost put on Tender). The information shall be supported by audited Balance Sheets and Profit & Loss Statements of specified period. In case Balance Sheet and Statement of Profit/Loss for the immediately preceding financial year have not been prepared / audited; the account for one more preceding financial year can be submitted. In case, Bidder does not submit Audited balance sheet and P&L accounts for a particular year (among previous three years as mentioned above), turn over for that particular year will be considered ‘0’(zero) for calculating arithmetic sum of previous three years. {Please see Eligibility criteria as per Annexure-A in Tender document}

Chartered Accountant’s Certificate for Annual financial turnover/ revenue (income) from operations of specified preceding three years

Annual Financial Turnover/Revenue (Income) from operations (as per P&L Account)

Experience w.r.t. Similar Nature of Work:

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Bidder Office in the State

Bidder must have Office, on the latest due date of tender submission in any District of The State where Central warehouse ie site of work, is located ie Bidder must have office in State Assam For this purpose, valid GST number along with copy of rent agreement / property owner ship document shall be considered as proof of office address.

GST Number

Eligibility declaration form as per NIT-clause 3 and ITB-clause 3.2 under form -E of this PQ Performa