Tender For Providing And Installing 15 M Roof Top Tower And Construction Of Infra Room For Installation Of Battary, Pp And Bts At Bung Bangalow ( Tac Mz Battalion Hq Army Site ), Aizawl.
Tender Value
13.08 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
9 days left
EMD
26180
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aizawl → Mizoram
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Installing 15 M Roof Top Tower And Construction Of Infra Room For Installation Of Battary, Pp And Bts At Bung Bangalow ( Tac Mz Battalion Hq Army Site ), Aizawl.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | 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) |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 4 | 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) |
| 5 | 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 : |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 8 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 9 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. |
| 10 | Frame size 65 x 100 mm |
| 11 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 12 | 30 mm thick |
| 13 | Providing and fixing superior quality S.S. Nickel plated sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) |
| 14 | 300x16 mm |
| 15 | Providing and fixing superior quality S.S. Nickel plated door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) |
| 16 | 250x20x6 mm |
| 17 | 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 |
| 18 | Providing and fixing precoated galvanised iron 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 on both 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 /seIf 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. |
| 19 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 20 | 25 mm thick. |
| 21 | 12 mm cement plaster of mix : |
| 22 | 1:6 (1 cement: 6 fine sand) |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 24 | 1:6 (1 cement: 6 coarse sand) |
| 25 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 26 | 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) |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 28 | Two or more coats on new work. |
| 29 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 30 | 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) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 32 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 33 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 35 | Thermo-Mechanically Treated bars. |
| 36 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 37 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 38 | Providing, mixing and using SBR Polymer (@8 % of cement weight) as per maufacture specifications ( Dr Fixit URP 301/Sika power or equivalent ) and direction of Engineer-In-charge complete in all respect. |
| 39 | Labour charges for fixing in position 12.00 nos of anchor bolts of size up to 20 mm dia and 600 mm long in RCC pedastals as per the drawing with necessary supporting arrangements complete as directed by the Engineer-in-charge. |
| 40 | Developing the column reinforcement in terrace by making 24 numbers of holes of 20 mm dia (per pole structure) by drilling a depth upto 150mm/200mm including cleaning the surface by blowing air, injecting resin grout of HIT - RE 500 ( HILTI BRAND or equivalent) and fixing 16 mm dia TMT bar dowels in position including all labour and machinary in RCC work all complete as directed by Engineer-in-charge. (Reinforcement bar shall be paid for separately) |
| 41 | Supplying at site the M. S. Hot dipped Galvanised tower materials with average mass of Zinc coating of 610 gms/sqm (ie approximately 85 microns) consisting of pipes, angles, flats, bars bolts and nuts washers etc. , Gusset plates, ladder parts, cable rack, antenna fixture, platform base plate, stiffening plates etc., including labour charges for cutting drilling holes, welding, etc.,as required as per the directions of Engineer-in-Charge. |
| 42 | Erection of Roof top tower structure 3 legged Tubular 15.00 Metre Tower (weight up to 2500 kg) including necessary sorting out of materials at site as per check list and tightening of bolts and nuts, washers etc. as per the requirement of Indian standard codes, torque checking etc. complete as directed by the Engineer- in- Charge. ( The rate includes the lifting of pole structure materials upto the terrace floor, necessary insurance charges for labour and the agency is responsible for all precautionay measures to be maintained at site for safety of men working) |
| 43 | Painting the tower materials high gloss synthetic Enamel paint in two or more coats over and including a primary coat of Etch primer and base coat of primer (Zinc phosphate or Zinc Chromate or equivalent) of approved make and even shade (Painting to be done prior to erection with all arrangemnts to be made for drying of the members in the terrace) |
| 44 | 15 metre roof top tower ( 3 legged Tubular )weighing approx 2500 Kgs |
| 45 | Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): |
| 46 | Flat surfaces |
| 47 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. |
| 48 | Sal wood Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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