Military Engineer Services-MES has published Day To Day Repair / Maintenacne Work Of B / R Nature, Repair Of Rolling Shutters, Steel Gates In Domestic Area At Air Force Station Pathankot Day To Day Repair / Maintenacne Work Of B / R Nature, Repair Of Rolling Shutters, Steel Gates In Domestic Are. Submission Date for this Tender is 13-09-2021. Civil Work Tenders in GE (AF) PATHANKOT Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Sep-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 13-09-2021 |
| Sl. No. | Item Description |
| 1 | Demolition of brick work stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specifiedand directed by Engineer-in-Charge. |
| 2 | Brick work with sub class B bricks straight or curved on plan 6m mean radius built in cm 1:6 complete all as specifiedand directed by Engineer-in-Charge. |
| 3 | All as per item No 2 above but except bricks complete all as specifiedand directed by Engineer-in-Charge. |
| 4 | Rendering in CM (1:4) 15mm thick on brick/concrete surfaces finished even and smooth without using extra cement complete all as specifiedand directed by Engineer-in-Charge. |
| 5 | Rendering in CM (1:4) 15mm thick on brick/concrete surfaces finished even and smooth without using extra cement including taking down existing cement plaster complete all as specifiedand directed by Engineer-in-Charge. |
| 6 | Preparation of surfacesand applythree coats of white wash on newly plastered surfaces of wall complete all as specifiedand directed by Engineer-in-Charge. |
| 7 | PCC (1:2:4) type B-0 using 12.5mm graded crushed stone aggregate as in cills,steps,plinth courses,copingetc complete all as specifiedand directed by Engineer-in-Charge. |
| 8 | Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specifiedand directed by Engineer-in-Charge. |
| 9 | Dismantling asbestos cement (corrugated, semi-corrugated etc sheets in roof covering complete all as specifiedand directed by Engineer-in-Charge. |
| 10 | Dismantling plain or corrugated steel sheeting any gauge, thickness including Nanital or similar pattern roof covering complete all as specifiedand directed by Engineer-in-Charge. |
| 11 | Demolition of cement concrete (un-reinforced) inground floors and pavings n. exc. 15cm thickness (below or above ground level) complete all as specifiedand directed by Engineer-in-Charge. |
| 12 | M&L for 75mm thick cement concrete (1:3:6) type C-2, using 40mm graded agg as in plinth protection,flooring etcincluding finishing the surfaces even and smooth without using extra cementcomplete all as specifiedand directed by Engineer-in-Charge. |
| 13 | Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation board/slab/blankets, any thickness, including cover fillets complete all as specifiedand directed by Engineer-in-Charge. |
| 14 | Position suspended false ceiling system using T-grid suspended ceiling grid system. The size of grid shall be 600 x 600mm with GI frame work main runner 38 x 24mmx 3600 mm, cross tee 25 x 24 x 600mm / 25 x 24 x 1200mm and wall angle 24 x 24 x 2540mm ( thickness of the material of 0.30 mm), using 9mm thick ceiling panel laminated with PVC film on front face and foil back available in due drop texture as per IS-2095, part-I-1996, fixed in the grid of T-grid suspended ceiling grid system duly suspended by 4mm dig GI bar hanger from the purlins of the roof with butter fly clips complete all as specifiedand directed by Engineer-in-Charge. |
| 15 | Excavation in post holes (or similar holes) each n. exc 0.5 cu.m, getting out, returning filling in and well ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm, watering and removing surplus soil to a distance n exc 50 m and making good surface in any type of soil complete all as specifiedand directed by Engineer-in-Charge. |
| 16 | Rolled mild steel as in main and cross beams, hips and jack rafters, purlins where connected to commen rafters and running rails and similar works fixed with angle cleat or other connecting plates complete all as specifiedand directed by Engineer-in-Charge. |
| 17 | S&F Framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanksand similar work conforming to Fe Fe 290 Gde E-165 complete all as specifiedand directed by Engineer-in-Charge. |
| 18 | Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittingsxclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specifiedand directed by Engineer-in-Charge. |
| 19 | S&F Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall,fixed with self tapping screws complete all as specifiedand directed by Engineer-in-Charge. |
| 20 | S&F Pre-painted galvatume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall,fixed with self tapping screws complete all as specifiedand directed by Engineer-in-Charge. |
| 21 | M&L for6mm thick asbestos cement, corrugated or semi corrugated sheets in roof, walls etc fixed with L- type or J- type or cranked hook complete all as specifiedand directed by Engineer-in-Charge. |
| 22 | Refixing old asbestos cement, corrugated or semi corrugated sheets in roof, walls etc fixed with L- type or J- type or cranked hook complete all as specifiedand directed by Engineer-in-Charge. |
| 23 | M&L for Asbestos cement two piece adjustable plain wing ridge 6 mm thick fixed with L- type or J- type or cranked hook complete all as specifiedand directed by Engineer-in-Charge. |
| 24 | M&L for filleting in any position and to any shape as in filling the gap between roof sheet and wall and similar work in cement mortar 1:4 including all mitres, stops, etc exc 25 but n exc 50 Sq cm complete all as specifiedand directed by Engineer-in-Charge. |
| 25 | Supply and fixing in repairs 1 mm thick Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type complete all as specifiedand directed by Engineer-in-Charge. |
| 26 | All as per item No 25 above but gear operated type with bevelled gear box and crank handle complete all as specifiedand directed by Engineer-in-Charge. |
| 27 | Supply and fixing in repair Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets complete all as specifiedand directed by Engineer-in-Charge. |
| 28 | Preparation of new or previously untreated steel surfaces of any description over 10 Cm width and girth, not otherwise described and applying two coats of synthetic enamel paintover a coat of red oxide primer complete all as specifiedand directed by Engineer-in-Charge. |
| 29 | Preparation of newly steel surfaces exceeding 10cm width or girth and applying two coats of aluminium paintsurfaces of rolloing shutters complete all as specifiedand directed by Engineer-in-Charge. |
| 30 | Taking down carefully existing steel gates any type for carrying out necessary repairs by replacing old unserviceable hinges,rollers, roller plates, gate piller etc , greasing, oilingfor its smooth functioning complete and re-erecting the same in old position, area of gate not exceeding 15 sqm each (NOTE :- supply and fix parts of gate, painting, brick or concrete work will be measured and paid separately complete all as specifiedand directed by Engineer-in-Charge. |
| 31 | Preparation of old steel surfaces of any description over 10 Cm width and girth, not otherwise described and applying two coats of synthetic enamel paint complete all as specifiedand directed by Engineer-in-Charge. |
| 32 | Taking down carefully existing rolling shutters any type for carrying out necessary repairs by replacing old unserviceable parts, greasing, oilingfor its smooth functioning complete and re-erecting the same in old position, area of shutter not exceeding 15 sqm each (NOTE :- supply and fix parts of shutter, greasing, oiling and painting will be measured and paid separately complete all as specifiedand directed by Engineer-in-Charge. |
| 33 | All as per item No 32 above but area exceeding 15 sqm but not exceeding 30 sqm each complete all as specifiedand directed by Engineer-in-Charge. |
| 34 | Taking down the inter locking lathsfrom rolling shutter and supply and fixnew laths of cold rolled steel strips 0.80mm thick having inter lockingcurls at both ends and a deep corrugation at the centre with the ridge depth not less than 12mm complete all as specifiedand directed by Engineer-in-Charge. |
| 35 | All as per item No 34 above but thickness oflath 1.10mm complete all as specifiedand directed by Engineer-in-Charge. |
| 36 | Taking down bottom lock plate any thickness and supply and fix new bottom plate 3.15mm thick reinforced with MS angle not less than 35 x 35 x 5mm size,bottom sliding bolt for locking arrangement two handles for pulling etc complete all as specifiedand directed by Engineer-in-Charge. |
| 37 | Taking down the existing guide channel of rolling shutter from columns/walls as specified and supply and fix new guide channel made out of 1.60 mmthick MS sheet with minimum depth of channel 65mm complete all as specifiedand directed by Engineer-in-Charge. |
| 38 | All as per item No 37 above but guide channel 75mm depth complete all as specifiedand directed by Engineer-in-Charge. |
| 39 | Taking down existing unserviceable hood cover and supply and fixnew hood cover made out of mild steel sheets 1.00 mm thickness hexagonal /square in section properly stiffened with nuts and boltsangle iron /flat iron at top and bottom edges fixed to brackets or plates complete all as specifiedand directed by Engineer-in-Charge. |
| 40 | Taking down spring 45 threaded and supply and fix new spring 45 threaded all as specified complete all as specifiedand directed by Engineer-in-Charge. |
| 41 | All as per item No 40 above but 55 threaded spring complete all as specifiedand directed by Engineer-in-Charge. |
| 42 | Taking down gear type spring and supply and fix new gear type spring complete all as specifiedand directed by Engineer-in-Charge. |
| 43 | Taking down existing gear box and supply and fix new gear box with machine cut gears with worn gear wheel of high grade cast iron or mild steel with worn of MS complete all as specifiedand directed by Engineer-in-Charge. |
| 44 | Taking down the pully 8" dia for gear type shutter and Supply and fixing new 8" dia pully of iron complete all as specifiedand directed by Engineer-in-Charge. |
| 45 | Greasing oiling complete to the existing rolling shutter for smooth function and test the same to smooth function all as specified pull and push type rolling shutter complete all as specifiedand directed by Engineer-in-Charge. |
| 46 | All as per item No 45 above but gear type rolling shutter complete all as specifiedand directed by Engineer-in-Charge. |
| 47 | Preparation of old steel surfaces exceeding 10cm width or girth and applying two coats of aluminium paint complete surfaces of rolloing shutters complete all as specifiedand directed by Engineer-in-Charge. |
| 48 | Supply and fixing in repairs PVC SWR pipes single socketed, in any length with rubber ring joint fixed to walls, laid in trenches or in floors 110 mm dia complete all as specifiedand directed by Engineer-in-Charge. |
| 49 | Supply and fixing in repair PVC SWR bends any radius of 110 mm dia complete all as specifiedand directed by Engineer-in-Charge. |
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