Tender For Construction Of Reinforced Cement Concrete Framed Operational Boundary Wall After Demolishing Of Existing Load Bearing Boundary Wall At Sgrdji Airport, Amritsar.
Tender Value
7.70 Crore
Estimated cost
Bid Submission
11 Aug 2026
12 days left
EMD
23.10 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amritsar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Framed Operational Boundary Wall After Demolishing Of Existing Load Bearing Boundary Wall At Sgrdji Airport, Amritsar.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.A) In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 4 | Dismantling punched tape concertina coil in fancing including stacking within 50 m lead. |
| 5 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:a) Channels, angles, tees and flats |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) All kinds of soil |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 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) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.A) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.A) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.a) All works upto plinth leveli) Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.a) All works above plinth level upto floor V leveli) Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form fora) Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form fora) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form fora) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Brick work with available bricks in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) complete as per directions of Engineer-in- Charge. (Bricks shall be supplied by the department, free of cost). |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:a) Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | 12 mm cement plaster of mix :a) 1:4 (1 cement: 4 coarse sand) |
| 19 | 15 mm cement plaster on the rough side of single or half brick wall of mix :a) 1:4 (1 cement: 4 coarse sand) |
| 20 | 6 mm cement plaster of mix :a) 1:3 (1 cement : 3 fine sand) |
| 21 | Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. |
| 22 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): a) From brick work in cement mortar |
| 23 | Finishing walls with Acrylic Smooth exterior paint of required shade :a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :a) One or more coats on old work |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mmthick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 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) |
| 27 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 29 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Note:- Concertina coil and Barbed wire shall be supplied by department free of cost. |
| 30 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Note:- Material shall be supplied by department free of cost |
| 31 | Providing and fixing precoated galvanised GI profile sheets (size, shape and pitch of corrugation as approved by engineer-in-Charge) of total coated thickness 0.50 mm base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer onboth side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Note:- Material shall be supplied by department free of cost. |
| 32 | CARRIAGE OF MATERIALS (lead upto 3 km)a) By Mechanical Transport including loading,unloading and stackingi) Lime, moorum, building rubbish |
| 33 | Repairs to plaster of thickness 12 mm to 20 mm including dismantling old plaster or skirting, raking out joints, cleaning the surface for plaster and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.a) With cement mortar 1:4 (1cement: 4 coarse sand) |
| 34 | Providing and erecting 2.5 metre high temporary barricading at site; each panel of size 2.50 m x2.50 m made of suitable angle iron posts/horizontal members/bracings covered with Profile sheet 0.500 mm thick . The sheet shall be fixed with 50x50x6 mm or other available MS angle iron by suitable welding/riveting. Suitable arrangement shall be made to fix the barricading to avoid from overturning .Cocertina coil shall be fixed over barricading(as per CPWD specs with Concertina coil to be supplied by deppt.) The work shall be executed as per drawing/direction of Engineer-in-Charge which includes, providing if required , glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. (The profile sheets, MS angles/members & concertina coil shall be supplied by Deptt ) |
| 35 | Making AAI Logo of size 450 mm height and 690 mm width on walls with cement plaster using cement mortar (1cement : 4 fine sand) projecting 12 mm on the surface of the wall as per direction of Engineer-in-charge. |
| 36 | Lettering with enamel paint of approved brand and manufacture as per direction of Engineer in Charge. |
| 37 | Deduct for taking away of steel work in frames, shutters, trusses, channels, beams, Tee, angles, bolts, washers, barbed wire, concertina coil etc. and the like received from dismantling. The material so received shall be the property of contractor after dismantling duly weighed/ measured before removing from the site in the presence of Engineer-in-charge or his authorized representative all complete. |
| 38 | Preparation of detailed structural design and drawings of the proposed RCC framed boundary wall (RCC founadtion, Plinth beam, Colums, coping, grating in founadtion ) etc with overhead MS angle ,profile sheet, concerina coils (conceptual drawing attached) to withstand the wind and vertical load at Amritsar Airport including preparaotory works of soil investigation etc therafter getting the same vetted from IIT , NIT or any reputed Government Engineering College and furnishing \\"Good for Construction\\" drawings including submission of drawings (05 Sets), deatiled design calculations sheets ,self load parameters considered , wind load considered, detailed soil investigation report etc including a soft copy, inclusive of all payment to consultant and to Govt. Engineering College etc. as specified in the technical specification as per direction & satisfaction of Engineering-In-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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