Tender For Special Repair To Boundary Wall At Certain Location At Bathu Basti Air Force Station, Sri Vijaya Puram
Tender Value
41.52 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
2 days left
EMD
83500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Boundary Wall At Certain Location At Bathu Basti Air Force Station, Sri Vijaya Puram
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of PCC Block walling built in cement mortar, complete all as specified and as directed. |
| 2 | Excavating in trenches for hard/dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed |
| 3 | All as per Item Ser No.2.00 but n.exceeding 1.50 m wide and not exceeding 3 m in depth in hard/dense soil and getting out complete all as specified and as directed. |
| 4 | Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. |
| 5 | Removing excavated soil to a distance exc 500m but n exc 1.5 km and deposting where directed complete all as specified and as directed. |
| 6 | M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 8 | S&F TMT bars 5 mm dia and over up to and including 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9 mm dia mild steel wire or securing with clips for stirrups complete all as specified and as directed |
| 9 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in Foundations, footings, foundation beams; plinth beams; bases for columns, etc complete all as specfied and as directed. |
| 10 | M&L for Reinforced cement concrete M-30, (Design Mix) (using 20mm graded stone aggregate) as in columns, pillars, piers, posts, beam and struts etc complete all as specfied and directed. |
| 11 | M&L for Reinforced cement concrete M-30, (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specfied and directed. |
| 12 | M&L for Formwork flat or curved to sides and soffits offloor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelvesincluding sup- ports, overhangs, etc. also splays between floors and beams, with smooth finished surfaces etc.complete all as specified and as directed. |
| 13 | M&L for Formwork flat or curved to to sides of pillars, posts, struts, piers, columns and stanchions with smooth finished surfaces complete all as specified and as directed. |
| 14 | M&L for Formwork flat or curved to sides of concrete foundations, footings, bases of columns, and plinth beams and similar work vertical or to batter with smooth finished surfaces complete all as specified and as directed. |
| 15 | M&L for Precast cement concrete 1:3:6 , type C1, (20mm graded stone aggregate) block masonry with solid block exc 10cm in width and setting in cement mortar 1:6, complete all as specified and as directed. |
| 16 | M&L for Rendering 10mm thick in cement mortar 1:4 on fair faces of brick work/block masonry or concrete surfaces finished fair and even complete all as specified and as directed. |
| 17 | M&L for Preparation of newly plastered surface of walls and applying two coats of weather proof anti fungal paint (Apex - ultima) on walls over a coat of primer and a coat of external wall putty all as per manufacturer instruction including necessary scaffolding complete all as specified and as directed. |
| 18 | Dismantling wrought iron (or) mild steel work of any description not other wise provided for complete all as specified and as directed. |
| 19 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 20 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed. (each line wire to be measured) |
| 21 | M&L Preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide of any description over 10cm in width or girth not other wise described complete all as specified and as directed. |
| 22 | S&F Punched type concertina coil, 1A with wire spiral of 50 turns having a core wire high carbon spring steel of high tensile strength and a low carbon steel strip of 19mm wide 0.5mm thick having series of sharp barbs punched all along the core wire dia of coil when opended to 15mtrs with height of 915 + 50mm tolerance with weight of one coil not less than 15.20 kg (+/-) 5% nominal dia of uncoated wire shall be 2.60mm with permissible variation of (+/-)0.035mm, minimum tensile strength of wire 167N/mm2 as per IS 1608,minimum torsion shall be 22 as per IS 1717 and weight of Zinc coating 230 g/mm2. The concertina coil straining and fixing over barbed wire supported with Y angle including securing or tying at crossing with and provn of galvanized mild steel wire staples or steel pins etc, all as specified and directed. (Note:-GI Barbed wire and MS angle are paid separately) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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