Military Engineer Services-MES has published Tender For Work Services For Installation Of Static Aircraft Arresting Gears (Aags) At Af Station Halwara Under Ge (Af) Halwara. Submission Date for this Tender is 12-02-2024. Powered Fixed Wing Aircraft Tenders in halwara Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Surface dressing not exceeding 15cm deep and getting out soft/loose soil complete all as specified and directed. |
| 2 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum and getting out soft/loose soil, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm complete all as specified and directed. |
| 3 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc and getting out soft/loose soil complete all as specified and directed. |
| 4 | Excavation over area not exceeding 1.5m deep and getting out soft/loose soil complete all as specified and directed. |
| 5 | Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and directed. |
| 6 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 7 | Removing excavated material to a distance exceeding 250 m but not exceeding 1.5 KMand depositing where directedcomplete all as specified and as directed. |
| 8 | Material and labour for sand cushioning to cable with a layer of sand 8 cm deep before laying the cable and 15 cmsdeep after the cable (punned down to 18 cms depth after laying and stretching of cable ) complete all as specified and as directed. |
| 9 | Material and labour for broken stone or boulder for hardcore of gauge exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material and labour for brick protection with sub class "B" bricks (old size), laid dry, flat in trenches over cable with longest dimension perpendicular to the axis of the cable complete all as specified and as directed. |
| 11 | Material and labour GI pipe 50 mm bore, light grade as in trenches, under road,under floor, fixed to wall with fixing arrangementincluding all fittings etc for cable protection complete all as specified and directed . |
| 12 | Supplying, laying and testing ofXLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 35 Sqmm 3.5 core complete all as specified and directed. |
| 13 | Material and labour feeder pillars box factory made out door type made out of MS sheet (CRCA) of thickness not less than 3 mm, size 50cm x 50cm x 30cm with aluminium bus bar strip 4 Nos of size 200 Amps rated suitable for 1100 volt (LT) mounted on LT porcelain insulator front opening door two leaf braced with hinged, 30cm x 30 cm x15 cm, in concrete (1:3:6) top of box MS sheet duly bent in/ slope, tapper with projection of 30 mm on all side, weather / vermin proof with high quality of rubber beading on panel door, cable entry arrangements at bottom includes earthing terminals 2 Nos at both side duly painted with two coat of smoke grey stove enamelled paint over a primer coat including providing MCCB 4 pole, fixed type, 63 Amps, 16 KA rating - 01 Nos, MCCB 32 Amp 4 pole 16 KA - 02 Nos, MCCB 16 Amp 4 pole 16 KA - 02 Nos and 15 Amps socket with switch - 01 Set, 06 Amp switch with socket - 01 Nos complete all as specified and as directed by Engr-in-Charge. |
| 14 | Material and labour for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation or plinth beams and simillar works, rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation filling/mass concrete etc, complete all as specified and and as directed by Engr-in-Charge. |
| 16 | Material and labour for cement concrete work in pavement/ hard standing of flexural strength 40kg/sqm cm in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and as directed by Engr-in-Charge. |
| 17 | Material and labour for reinforced cement concrete M-25 (Design Mix) as in foundations, including raft footings, foundation plinth beams, bases of columns and the like complete all as specified and as directed by Engineer-in-Charge. |
| 18 | Material and labour for reinforced cement concrete M-35 (Design Mix) as in foundations, including raft footings, foundation plinth beams, bases of columns etc., basement slabs, underreamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 19 | Material and labour for TMT bars 10 mm dia and over dia and cut to length bent to shape required incl cranking bending spirally for hooping for column hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia. complete all as specified and as directed by Engr-in-Charge. |
| 20 | All as per Serial Item No 19.00 above but 5 mm dia and over upto 10 mm dia as in stirrups, spacers and binders complete all as specified by Engineer-in-Charge. |
| 21 | Supply and fixing in reinforcement hard drawn steel wire fabric of weight not exc 4 kg per sqm cut to length, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia complete all as specified by Engineer-in-Charge. |
| 22 | Supply and fixing steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161:1979 grade St. - 240 complete all as specified and as directed by Engr-in-Charge. |
| 23 | Supply and fixing steel plates (plain or chequered) channels, Fe-410-W (Gde 250) quality A Fe square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed by Engr-in-Charge. |
| 24 | Material and labour for mild steel bolts, purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; exc 20mm dia but n exc. 25mm dia each screwed end to be fitted with washers and one hexagonal or square not exc. 30cm long complete all as specified and as directed by Engr-in-Charge. |
| 25 | Supply and fixing Pre-painted galvalume aluminium zinc coating, GI based plain steel sheet 0.50mm thick coloured having plinth 190mm depth 29mm and tensile strength 550 Mpa as in roof covering/ cladding to wall, fixed with aluminium self trapping screw size 50/75mm and aluminium washers of suitable size complete all as specified and as directed by Engr-in-Charge. |
| 26 | Material and labour for preparation of new steel surfaces of any description, over 10cm width or girth, not otherwise descibed and applying two coats of synthetic enamel paint of approved colour/ tint over and including a coat of red oxide primer complete all as specified and as directed by Engr-in-Charge. |
| 27 | Material and labour Grouting 25mm thick under stanchion bases or grillages etc. including any temporary shuttering to edges with cement mortar 1:2 complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material and labour 150mm (compacted thickness) granular sub base (GSB) layer, laid and compacted well graded material according to grades and cross-section required on ground and specified by Engineer-in-charge. The material to use is as GSB shall be natural sand, crushed gravel, crushed stone, crushed slag or combination thereof depending upon the grading required. The materials shall be free from organic or other deleterious contents spread, rolled with 8 to 12 tonne power roller and consolidated to gradient and camber required etc complete all as specified and directed by Engineer-in-Charge. |
| 29 | Material and labour for forming expansion joints of width exc 10mm and not exc 16mm upto required depth as specified by special tool like concrete cutter, wire/ coir brushes/ machines and joints cleaned throughly with application of compressed air, making free all the loose material i.e. dust, dirt etc and filling with polyurethane joint sealant single component using mechanical means to a depth of 8mm (depth above backup rod) with min performance gurantee of 05 years and min movement accommodation factor (MAF) +30% conforming to the requirements of BS-5212 and EN -141875-2003 for Hydrolysis test including two coats of primer and filling the balance racked depth of joint with backup material i.e. closed cell polythylene to ensure light packing so that no gaps or avoid exist at the top of backup material separated by bond breaker tape over suitable size in position where required and as per manufacturer instructions complete all as specified and as directed by Engr-in-Charge. |
| 30 | Supply and laying of 400 micron HDPE sheet complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material and labour for forming contraction (dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade "A" complete all as specified and directed by Engineer-in-Charge. |
| 32 | Supply and fixing standard wall UPVC pipe (SCH-40) 254 min nominal size for installation of fair LED tube complete all as specified and as directed by Engr-in-Charge. Note : (a) Surface of pipe at joints must be cleaned with Oatey or equivalent grade solvent cement cleaner. (b) The rates inclusive of solvent cement primer and solvent cement used for jointing of pipe. (c) Rate inclusive of all necessary items for jointing of pipe i.e. bend etc. |
| 33 | Material and labour for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS 15489:2004. Alkali & fungal resistance exterior paint of required shade (Company Depot Tinted) with silicon addivities @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90litre/ 10 sqm over new surface complete all as specified and as directed by Engr-in-Charge. |
| 34 | Material and labour for painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10cm wide with adequate no of coats of water based road marking paint (white, orange, yellow, red, black or any color) including preparation of surfaces complete all as specified and as directed by Engr-in-Charge. |
| 35 | Material and labour for preparation of horizontal and vertical surface, providing and applying single component elastic cold applied polyurethene modified acrylic coating based on modified polyurethene and fully fiber reinforced. All cracks upto 3mm at corner joints shall be treated with crack seal three coats including one coat of primer of urethene having coverage @ 0.75 Kg/sqm and dilution upto 10% and laying reinforced fibre net and applying two coats of shaliurethane @ total consumption 2Kg/sqm in two coats for maintaining min dry film thickness 1.5mm complete all as specified and as directed by Engineer-in-Charge. |
| 36 | Material and labour for providing expansion or non-shrinking grout (M-35) cast into the sleeves around the bolt when equipment is set for holding down bolts machinery, stanchions etc including temporary forms or mouldscomplete all as specified and as directed by Engineer-in-Charge. The quantity of grout mixed would be as per manufacturer"s instruction. |
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