Military Engineer Services-MES has published Tender For Repair To Tar Epoxy, Painting And Certain Misc Repair In Tech Area At Af Stn Ambala Under Ge (Af) Ambala.. Submission Date for this Tender is 06-05-2024. Building Work Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 1ff5301a-93be-4d8b-ab33-79736fdb41f3.html | Tender Notice | 0 KB |
| 99TenderPages.pdf | Tender Document | 0 KB |
| BOQ_727759.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| 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 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 two 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 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 |
| 4 | 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 |
| 5 | 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 rubish 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 compond complete all as specified and as directed |
| 6 | M&L in 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. |
| 7 | 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 backuprod 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:- |
| 8 | Notes for BOQ srl item No. 8.00, 9.00, 10.00 & 11.00 (i) Minimum movement accomodation factor (MAF) shall be +30% conforming to the requirements as stiplated 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 Accepting Officer (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 Accepting Officer 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 |
| 9 | Joints upto 12 mm in width, complete all as specified and as directed |
| 10 | Joints exceeding 12 mm but not exceeding 25 mm in width, complete all as specified and as directed |
| 11 | Joints exceeding 25 mm but not exceeding 35 mm in width, complete all as specified and as directed |
| 12 | Joints exceeding 35 mm but upto any width, complete all as specified and as directed |
| 13 | Demolition of brick work built in CM or cement lime mortar complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for brick work with sub class `B` bricks old size in CM 1:6 straight or curved on plan exceeding 6m mean radiouscomplete all as specified and directed. |
| 15 | M&L for 15mm thick rendering in cement mortar 1:4 on brick or concrete surface & finished even and smooth without using extra cement complete all as specified and directed. |
| 16 | M&L for PCC 1:2:4, type B-1, (using 20mm graded mechanically crushed stone aggregates) as in coping, kerbs, benching and bed block etc complete all as specified and directed by Engr-in-charge. |
| 17 | M&L for Extra for forming fair finished drain channel 30 cm inner girth in cement concrete etc using extra cement including forms, moulds mi-tred/stopped end etc all as specified and as directed |
| 18 | M&L for cement concrete Type B2 (1:2:4) (using 40 mm graded mechanically crushed stone aggregate) in surface channels and drain complete all as specified and as directed |
| 19 | Demolition of cement concrete (unreinforced) in ground floor and pavingsnot exceeding 15 cm thick below or above ground level complete all as specified |
| 20 | Dismantling structural steel work including doors, gates, FOD trapbut excluding framed trusses complete all as specified and directed. |
| 21 | S&F mild steel framed work such as grills , grating etc with ends of bars shouldered and/or riveted or forged into spikes , framed guard bars, barred iron doors , ladders, drain cover, balusters ; walk ways ; railings , frame work of water tanks and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed. |
| 22 | M&L for preparation of new steel surfaces exceeding 10 cm girth and apply two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed. |
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