Tender For Repair To Epoxy/ Den Patch, Elastomeric, Joint Filling & Certain B/R Works In South Of Runway In Tech Area At Af Stn Ambala Under Ge (Af) Ambala
Tender Value
45 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
19 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Epoxy/ Den Patch, Elastomeric, Joint Filling & Certain B/R Works In South Of Runway In Tech Area At Af Stn Ambala Under Ge (Af) Ambala
BOQ
| Sl. No. | Item Description |
| 1 | M&L for preparation of untreated or old treated horizontal concrete or bituminous surfaces exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water thinnable/matt finished road marking paint white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge |
| 2 | M&L for preparation of newly untreated or old treated horizontal concrete or bituminous surfaces not exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water thinnable/matt finished road marking paint white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge |
| 3 | M&L for applying two coats of white wash on floor/wall/ceiling including preparation of old decorated surface by brooming down or scrapping down etc complete all as specified and as directed by Engineer -in-Charge |
| 4 | M&L for repair to damaged broken edges of existing cement concrete slabs of taxi track by cutting to a depth 10 to 50 mm, cleaning the surface and remove loose material, dust by blowers of rubbish to a distance exceeding 50 m but not exceeding 100m and applying evenly a coat of dencote 601 epoxy rich primer with sealer and filling in with Epoxy Re-sign denpatch compound complete all as specified and as directed |
| 5 | M&L for repair to cracks of existing bituminous surfaces of taxi tracks by cutting to a width of 10 to 25 mm and 30 to 50 mm deep by mechanical cutters etc cleaning with air compressor to remove all loose particle, dust etc and filling with epoxy tar compound as per manufacturer's instructions and disposing all rubbish / refuse to a distance exceeding 50m but not exceeding 100m complete all as specified and as directed. |
| 6 | M&L for cutting damaged / broken edges along dummy / construction / expansion joints using saw/suitable cutter, removing rubbish / refuse outside MD land and depositing where directed, cleaning the surfaces with air blowers and applying self levelling elastomeric concrete duly finished by means of trowel, mats, etc. over a coat of elastomeric primer complete all as specified and as directed Notes: (i) Work shall be got executed through authorised applicator of the manufacturer of elastomeric concrete as approved (ii) Due care shall be taken in not damaging existing surfaces in the process. Any such damages caused shall be made good without any extra cost |
| 7 | Raking out existing Sealing compound from expansion Joints of size 20 mm to 25mm wide and up to a depth of 30 mm from existing Flexible/concrete pavements and spilled sealing compound from the edge of expansion joint removing the old sealing compound and all foreign material to a distance of 100 mtr and depositing as directed by Engr-in-Charge, cleaning and preparation of existing expansion joint , priming the sides and bottom of expansion joints with primer for Grade B sealing Compound and Sealing the expansion joint 20mm to 25mm wide and 25 mm deep (leaving a clear space of 5mm at top in winter and 3 mm top in summer with sealing compound Grade B heat resistance complete all as specified and as directed |
| 8 | All as per BOQ srl item No. 07.00 here-in-above but for construction joints of size 10 to 14 mm but wide and upto depth 30 mm complete all as specified and as directed. |
| 9 | All as per BOQ srl item No. 07.00 here-in-above but for contraction joints ( dummy) of size 08 to 10 mm but upto depth 30 mm complete all as specified and as directed. |
| 10 | Cleaning the cracks with wire brushes, making the surface free from dust and material and labour for applying slurry seal containing polymeric modified bitumen emulsion, fine aggregate, cement and lime (1:1:1:1) and water as per requirement and the cracks shall be filled with the above mixture by trowel application the size of cracks 2mm to 6mm and a depth of upto 10mm. After filling the cracks with the above compound, top surface of the crack shall be finished with the same compound uniformly and ensure finish of area complete all as per manufacturer instruction and complete all as specified and as directed |
| 11 | M&L for complete removal of deteriorated /eroded top surfaces ( epoxy or concrete surface ) with wire / coir brushes and with suitable power driven concrete cutters up to thickness 03 to 04 mm and then cleaned the surfaces with compressed air by using air blower compressors to remove all loose dirt, dust, scaling, grease, spots etc, priming the surfaces with epoxy based primer etc (with suitable brushes ) complete all as specified and directed. |
| 12 | Applying Epoxy repair mortar on primed surfaces with thickness varying from 3.00mm to 4.00 mm including filling of small holes up to 10 mm depth @ 8.00 kg per sqm and levelling the surfaces to match the existing level with existing surfaces of the runway / Taxi track complete all as specified and directed. |
| 13 | M&L for taking out old sealing compound grade 'B' etc and cleaning, removing dirt/loose foreign materials etc with compressor air blower from any type of joints and of any thickness and any depth of taxi tracks and runways with a raker, coir brush etc and filling joint with polyurethane joint sealant compound using mechanical means to a depth of 10mm (depth minimum above back up rod) including two coats of primer and providing approved quality closed cell polythene backup rod of dia 25% more than the width of joint placed over existing joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give neat finish to the sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required, etc complete all as specified and as directed for the following width of joints:-Notes: (i) Minimum movement accommodation factor (MAF) shall be +30% conforming to the requirements as stipulated in BS: 5212 BS-4254 and EN-141875-2003(ii) Hydrolysis / water resistance test shall be catered as per relevant IS(iii) Joints dismantled, cleaned and filled as above shall bear a performance guarantee of minimum 10 years from the date of completion. The contractor has to submit the said guarantee in Rs 100 non-judicial stamp paper to the AO(iv) An amount @ 10% of the cost of joint filling shall be retained from the final bill till completion of above guarantee period. The contractor may submit FDR of equal amount in favour of the AO for the purpose.(v) Filling work shall be done as per manufacturer's instruction and as specified (vi) All rubbish / retrieved materials shall be disposed off to a distance exceeding 100 m but not exceeding 500 m including necessary cartage etc as required |
| 14 | Joints upto 12 mm in width complete all as specified and as directed. |
| 15 | Joints exceeding 12 mm but not exceeding 25 mm in width complete all as specified and as directed. |
| 16 | M&L for preparation of untreated or old treated horizontal concrete or bituminous surfaces exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water based cold applied retro reflective airfield marking paint formulated with high volume soild acrylic emulsion white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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