Tender For Repairs To Airfield Flooring,Joint Repair And Associated Works Etc At Inas 313 And Rep/Maint To Hardstanding And Area Drains Etc At Zone B (Maduravayol, Saf Games Village, Ncb, Ts Avadi, Nsd & Inas 313) Area Under Ge (Navy) Chennai
Tender Value
23.90 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
2 days left
EMD
47800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chennai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Airfield Flooring,Joint Repair And Associated Works Etc At Inas 313 And Rep/Maint To Hardstanding And Area Drains Etc At Zone B (Maduravayol, Saf Games Village, Ncb, Ts Avadi, Nsd & Inas 313) Area Under Ge (Navy) Chennai
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Sep-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 29-Sep-2026 |
| 2 | 29-Sep-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 05-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Site clearance, cleaning away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth and removing rubbish upto a distances of 50 metres outside the periphery of the area under clearance complete all as specified and direcetd by Engineer-in-Charge |
| 2 | Raking out old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pacing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia to complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+/- 30% etc. complete all as specified and directed by Engineer-in-charge. Note:- Work to be carried out in Restricted area and timings are restricted. |
| 3 | Raking out old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pacing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 12 mm dia to complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+/- 30% etc. complete all as specified and directed by Engineer-in-charge. Note:- Work to be carried out in Restricted area and timings are restricted. |
| 4 | Raking out of old existing sealant compound, back up rod and filler board of the existing joints by specia tools like racker/cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30% complete all as specified and directed by Engineer-in-charge. Note:- Work is carried out in Restricted area and timings is restricted |
| 5 | Demolition of Concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed |
| 6 | M&L for PCC Type B0 1:2:4 (12.5mm graded stone aggregate) as in flooring etc incl dipersal with broom finish surface complete all as specified and directed by engineer-in-charge. |
| 7 | Repairs to existing concrete pavement by cutting inverted trapezoidal section 75mm depth and 40mm width on surface in regular shapes by using cutting blades/machines, removing loose concrete, cleaning with compressed air and washing with chemical water solution, filling the cracks with bituminous sealing compound Grade 'B' conforming to IS 1834-1984 complete all as specified and as directed |
| 8 | M&L for Painting two coats of aqua based road marking paint including preparation of new surfaces of dispersal and bituminous/concrete pavement and the like not exceeding 10 cm wide as in lines, dashes,letters, arrows etc of any tint white/golden yellow all as specified and as directed |
| 9 | M&L for Retro reflective painting to dispersal, taxiway, centre line, Apron markings etc. either continuous or broken lines to the required width and length over the new surface either on bituminous/concrete surface with solvent based road marking paint (Retro reflective paint) of approved make as specified and glass beads shall be applied at the rate of 0.25 kg per Sqm (Reflective index 1.5) with self propelled airless spray painting equipment incl preparation of surface upto the requirement at site complete all as specified and as directed. |
| 10 | Demolition of Concrete (reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) completed all as specified and directed |
| 11 | M&L for precast cement concrete in cover slab type B1 1:2:4 using 20mm graded stone aggregate for landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed by Engineer-in-charge. |
| 12 | M&L Mild steel 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 directed by Engineer-in-charge. |
| 13 | Demolition of brickwork or stone/boulder masonry, built incement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing rubbish from the site complete all as specified and directed. |
| 14 | M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed. |
| 15 | M&L 15 mm thick rendering on fair faces of Brick Work on or concrete surfcaes in CM 1:4 including finishing even and smooth without using extra cement all as specified and directed, |
| 16 | Demolition cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed |
| 17 | M&L Providing and laying 80mm thick factory made chamfered edge cement concrete coloured paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 18 | M&L chequered tiles 30cmx30cmx22mm thick, set jointed and pointed in near cement slurry in floors with grey cement and pigment and including 15 mm thick screed bed in CM (1:6) complete all as specified and directed |
| 19 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 20 | M&L for 75 mm thick PCC type B 1 1:2:4 (20 mm graded aggregate) as in paving area etc. and finished even and fair finishes completed all as specified and directed |
| 21 | M&L for brick work with sub class 'B' bricks old size bricks, straight or curved on plan exc. 6 m mean radius, built in CM (1:6) complete all as specified and directed. |
| 22 | All as per item No 21 herein before but except bricks complete all as specified and directed. Note: Serviceable bricks obtained from demolition will be used in this item. |
| 23 | Taking down cement plaster of any description, thickness on brick, stone, concrete surfaces including racking out joints, hacking for key, scrubbing down with water, removal of rubbish and cleaning, etc complete all as specified and directed. |
| 24 | M & L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed. |
| 25 | M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channels and drain including throating and use and waste of form work complete all as specified and directed |
| 26 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex-tra cement incl forms moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 27 | Demolition cement conc. (reinforced) of any description and in position not otherwise specifically provided for complete all as specified and directed. |
| 28 | M & L mild steel TMT bars 6 to 8mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified and directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 05, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender