Tender For Civil Works To Facilitate Shifting Of Telephone Exchange At Chekiye.
Tender Value
2.53 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
2 days left
EMD
5075
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Wokha → Nagaland
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil Works To Facilitate Shifting Of Telephone Exchange At Chekiye.
BOQ
| Sl. No. | Item Description |
| 1 | Sub-Head: Earth Work |
| 2 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. |
| 3 | All kinds of soil. |
| 4 | Sub-Head: Concrete Work |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 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) |
| 7 | 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 : |
| 8 | 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) |
| 9 | Sub-Head: Reinforced Cement Concrete |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 11 | 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) |
| 12 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 13 | 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) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but, excluding the cost of reinforcement, with 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 ). |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 25 | Sub-Head: Wood and PVC Work |
| 26 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 28 | Sub-Head: Steel Work |
| 29 | 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. |
| 30 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : |
| 31 | 4.0 mm thick glass panes. |
| 32 | Sub-Head: Finishing |
| 33 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 34 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 36 | Two or more coats on new work. |
| 37 | Sub-Head: Repairs to Buildings |
| 38 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing 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. |
| 39 | With cement mortar 1:4 (1 cement : 4 coarse sand). |
| 40 | Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/rubbish to the nearest municipal dumping ground, all complete as per directions of Engineer-In-Charge. |
| 41 | For door/ window/ clerestory window. |
| 42 | Sub-Head: Tower Work |
| 43 | Lifting, hoisting, fixing and erection of Roof Top MARR Towers as per Drawing and Design with all its necessary components viz fixing foundation/ anchor bolts & nuts including climbing ladders, platforms with railings, web guides, racks, cable trays, fixing up of Antenna mounts & fixtures at proper height etc., placing of base plates and fixing with HD nuts & bolts, spring washers and welding as and wherever required complete in all respect, painting of tower with two coats of best quality synthetic enamel paint over one coat of approved quality zinc chromate primer over one coat of approved etch primer all complete as per direction of Engineer-in-charge. The rate is inclusive of all operations involved in hoisting, erection of tower members & fixing with plates, nuts, bolts, spring washers & welding where ever required including hire and labour charges of tools, plants & machineries, insurance premium of labourers, life jackets, safety belts, helmets & all other necessary safety devices etc. and nothing will be paid extra on this account. Rate includes the cost of paint and primers but excludes the cost of tower materials which will be supplied by the department. To conform to Civil Aviation regulations the towers shall be painted in alternate bands of |
| 44 | international orange and international white, terminating with orange at top and bottom. Height of each band should not exceed 6M and should not be less than 0.5M. The contractor will be held responsible for fulfilment & compliance of all the technical requirements of acceptance testing of the tower. |
| 45 | Transportation of MARR tower materials from BSNL Store at Signal Basti, Dimapur to new TE compound at Chekiye including loading and unloading etc complete as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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