Military Engineer Services-MES has published Tender For Provision Of Parking Shed And Other Misc Works In Existing Airmen Billets And Mess. Submission Date for this Tender is 30-04-2024. Shed Construction Tenders in sulur Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SCHEDULE A BOQ |
| 2 | Surface excavation n.exc 30 cm deep and averaging 15cm deep in soft/loose soil complete all as specified and as directed. |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. |
| 4 | Excavation over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and as directed |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil all as specified and as directed. |
| 6 | Removing excavated soil exc 250m but n.exc 500 mtr and depositing where directed complete all as specified and as directed. |
| 7 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified or as directed |
| 8 | M&L Hardcoreofgaugenotexceeding 63mmofbroken stonesorboulders,deposited,spreadandlevelledin layersnotexceeding 15cmthick,wateredand rammed to a true surface completeall as specified and directed. |
| 9 | M&L PCC 100 mm thick in 1:4:8, type D-2 using 40 mm graded stone aggregate, as in sub base flooring complete all as specified and directed. |
| 10 | M&L 40 mm thick PCC 1:2:4,type-B-1 using20 mm graded stone aggregate as in flooring finished even and smooth without using extra cement complete all as specified and as directed. |
| 11 | M&L PCC (1:4:8) Type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. |
| 12 | M&L Rendering 15 mm thick in two layers onbrick or concrete wall surfaces, first coat 10mm thick in cement mortar 1:4 and 2nd coat 5mm thick in cement mortar1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement complete all as specified and directed. |
| 13 | Note for item No 12 :- Water proofing compound shall be measured and paid separately. |
| 14 | M&L Rendering 15 mm thick onbrick or concrete wall surfaces, in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and directed. |
| 15 | M&L Preparation of newly plastered wall surfaces and applying three coats of white washing on walls surfaces complete all as specified and directed. |
| 16 | Note for item No 15 :- (i) The lime shall be slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. About 1.3 Kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub resistant. Small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use |
| 17 | (ii) Application of Whitewash:- White wash shall be applied with ‘MOONJ’ brush or other brush to the specified number of coats. The operation for each coat shall consist of a stroke of the brush given from the top downwards, another from the bottom upwards over the first stroke and similarly one stroke horizontally from the right and another from the left before it dries. Each coat shall be allowed to dry before the next coat is applied. No portion of the surface shall be left out initially to be patched up later on. The brush shall be dipped in whitewash, pressed lightly against the wall of the container and then applied by lightly pressing against the surface with full swing of hand |
| 18 | (iii)Whitewashing on ceiling should be done prior to that on walls. |
| 19 | M&L preparation on newly plastered wall surfaces and applying two coats of cement base paint one coat of alkali resistant primer complete all as specified and directed. |
| 20 | Note for Item No 19:- (i)Before applying cement based paint ,the surface shall be thouroughly wetted to control surface suction. The surface shall be moist but not dripping wet when the paint applied .Surfaces which readily absorb moisture shall be wetted in one operation not more than one hour before painting.Surfaces which absorb moisture slowly shall be wtted in at least two operations not less than 30 minutes apart. |
| 21 | (ii)To maintain a uniform mixture and to prevent segregation ,the paint shall be stirred frequently in the bucket. |
| 22 | (iii)Painting surfaces shall be cured as soon as paint has hardened so as not be to damaged by the spray about 12 hours after the applications. |
| 23 | (iv)Cost of scaffolding required deemed to be included in the quoted rate of item and nothing extra shall be admissible on this account. |
| 24 | (v)Paints shall be obtained direct from approved manufacturer or from their authorized agents only and brought to site in sealed containers. The paint so procured shall be of any approved make as per list of makes specified. |
| 25 | M & L for brick work with sub class "B" brick, well burnt of best quality locally available old size brick, straight or curved on plan exc. 6 m mean radius in cement mortar 1:6 complete all as specified and directed. |
| 26 | M&L precast cement concrete 1:3:6, type C-1 using 20 mm graded crushed stone aggregate block masonry with solid blocks exc 10cm in width and setting in cement mortar 1:4, complete all as specified and as directed |
| 27 | S&F Steel work in tubular trusses and columns including special shaped washer etc complete using ERW or induction butt,welded tubes conforming to IS 1161-1979 grade ST-240complete all as specified |
| 28 | S&FPlates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted , bolted or welded attachment.(Fe 410 -W (Gde- E-250) quality -A complete steelall as specified |
| 29 | S&F Pre painted Coloured corrugated Galvalume roofing system sheet 0.50 mm thick having Zinc aluminum alloy coating AZ150 shall be as per IS:277/ASTM 1379 150 gsm/ sqm double ribbed trapezoidal profile steel sheetany colour having tensile strength of 550 Mpa as in Roof covering /cladding to wall fixed with self tapping screws complete all as specified anddirected. |
| 30 | M&L Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mmthick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified anddirected. |
| 31 | Note for Item No 29 & 30:- (Pre-painted coloured Galvalume roofing) :- |
| 32 | (i) The manufacturer"s test certificate andindividual test certificate for the chemical and mechanical properties of sheet must be submitted for approval by the concerned authority prior to installation. |
| 33 | (ii) The contractor shall ensured that no leakages take place from the roof. The roofing shall be Coloured Galvalume roofing system (olive green colour or as approved by GE) with feed material manufactured from 0.50 mm Totalcoated thickness (TCT), minimum 550 MPa yield strength and shall conform to the physical specifications of IS: 2062 of 2011, coated with hot dip metallic Aluminium / Zinc alloy coating AZ150 as 150 gm/sq.mt total on both sides. |
| 34 | (iii) The painting shall be coloured baked enamel polyesterwith silicon coatingoffilm thickness 25 microns nominal on the exposed face/exterior side and on the reverse side ( interior face) shall be white with 15 microns film thickness, over a coat of 5 micron nominalthickness Primer. |
| 35 | M & L cutting channels in to or throgh concrete with or without reinforcement, grooves or rebates n exc 15cm girth, and trimming surface complete all as specified and as directed. |
| 36 | Note for Item No 35:- (i) cutting openings shall be exceeding 0.1 sq. m superficial area in walls |
| 37 | (ii) The quoted rate is deemed to be inclusive for providing, fixing and removing shoring or other temporary supports. |
| 38 | M & LReinforced cement concrete Type B-0 using 12.5mm graded crushed stone aggregate as in columns , pillars, post and struts etc complete all as specified and as directed |
| 39 | M & Lformwork to sides of pillars, posts, struts, piers,columns and stanchions for square, rectangular or polygonal, rough finished flat surfaces of concrete complete all as specified and as directed. |
| 40 | M&L Reinforced cement concrete Type B-0, 1:2:4 using 12.5mm graded stone aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and as directed. |
| 41 | M&L Formwork to soffits of suspendedslabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) to provide flat rough finished concrete surface complete all as specified and as directed. |
| 42 | S&F High strength corrosion resistant TMT steel bars of Grade Fe–500of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 43 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165complete all as specified and as directed. |
| 44 | S & F expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members n exc 4 kg/sqm complete all as specified and directed. |
| 45 | S&F 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 fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing with steel conforming to Fe 410-W (Gde-E- 250)quality-A complete all as specified and directed. |
| 46 | M & L preparation of new steel surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 47 | M & L preparation of new wooden surface of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed |
| 48 | Note for item No 46 & 47 :- (a) All synthetic enamel paint, shall be of 1st quality manufactured by the standard firms of make as specified. |
| 49 | (b) The contractor shall inform the GE, within three weeks of the acceptance of the tender, the brand/names of the manufacturers of paint proposed to be used in the works and submit samples thereof and obtain prior written approval of GE before their use in works. |
| 50 | (c) The contractor shall when so required by the GE, produce certificate from the manufacturer or their representative to establish that the brands of paints purchased by the contractor from them, satisfy the requirements of the relevant Indian Standards. Tint of paint, will be approved by the GE. |
| 51 | (d)Paints shall be obtained direct from approved manufacturer or from their authorized agents only of respective brands mentioned below and brought to site in sealed containers. The paint so procured shall be of first quality of any approved make as per list of makes specified. i. Berger Paints (Luxol), ii. Jenson & Nicholson (Brolac), iii. Shalimar Paints(Superlac), iv. Goodlass Nerolac (Nerolac), v. Asian Paints(Apcolite) |
| 52 | (e )Unless otherwise specified the tints of paint shall be as approved by the GE |
| 53 | (f) The contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the Engineer-in-Charge for approval. |
| 54 | (g) The surface shall be thoroughly cleaned and dusted. All dirt scales oil and grease shall be thoroughly removed before painting is started. The prepared surface shall be inspected and approved by the GE before painting is commenced. The weather shall not be foggy/rainy, dusty or windy. The suitability of the weather will be determined by the Engineer-in-Charge. |
| 55 | (h) No hair marks from the brushor clogging of paint buddles shall be left on the work. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory. |
| 56 | (e)Unless otherwise specified the tints of paint shall be as approved by the GE |
| 57 | (f) The contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the Engineer-in-Charge for approval. |
| 58 | M & L for providing and laying 60mm thick factorymade chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 59 | Note for Item No 58 :- The manufacturer"s test certificate andindividual test certificateof Tilesmust be submitted for approval by the concerned authority prior to installation. |
| 60 | M&L PCC 100 mm thick in 1:3:6, type C-2 using 40 mm graded stone aggregate, as in flooring complete all as specified and directed. |
| 61 | S & F 110mm bore PVC (SWR) waste and vent pipes single socketed in any length with rubber ring joints and laid in trenches complete all as specified and directed. |
| 62 | Note for Item No 61 :- Necessary earth work excavation, RFR, and removal of excavated earth shall be measured and paid seperately under relavent item. |
| 63 | M&L chequered cement concrete coloured tiles of size 200 x 200 x 20 mm thick machine pressed heavy duty any pattern/type, chemically treated, set jointed and pointed in neat cement slurry on vertical surfaces as in skirtings, dados and risers of steps, etc and cut and polished using grey cement andpigments over 10 mm thick backing coat of cement mortar 1:3 complete all as specified and directed. |
| 64 | Note for Item No 63 :- (b)The manufacturer"s test certificate andindividual test certificateof Tilesmust be submitted for approval by the concerned authority prior to installation. |
| 65 | Supply, laying,jointing and testing high pressure UPVC pipeclass “SCH 40”,150 mm dia, conforming to IS 13592 with all fittings (specials) and fixtures and laid in trecches complete all as specified and directed. |
| 66 | Note for Item No 65 :- Necessary earth work excavation, RFR, and removal of excavated earth shall be measured and paid seperately under relavent item. |
| 67 | M&L Vitrified Ceramic tiles 10 mm thick, lightshade (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over andincluding screed bed or bedding layer, 15 mm thick in Cement Mortar 1:6complete all as specified and as directed. |
| 68 | M&L Vitrified Ceramic tiles 10 mm thick, lightshade (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in vertical surfaces such as skirting/ dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over andincluding backing coat with 15 mm thick in Cement Mortar 1:6 complete all as specified and as directed. |
| 69 | Note for item No67 & 68 :- (i) Vitrified tiles are classified under group B1a of the international Standard for ceramic tiles ISO: 13006. Tiles shall be hard, dense, impervious and frost resistant. Water absorption of tiles shall be less than 0.5% and flexural strength (Modulus of Rupture) shall be more than 35 N/Sqmm. |
| 70 | (ii) The manufacturer"s test certificate andindividual test certificateof Tilesmust be submitted for approval by the concerned authority prior to installation. |
| 71 | M&L Plain cement concrete (1:3:6) type C-2 (40 mm graded stone aggregate)asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 150mm bore of pipe, complete all as specified and as directed. |
| 72 | M&L Plain cement concrete (1:3:6) type C-2 (40 mm graded stone aggregate)asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 100mm bore of pipe, complete all as specified and as directed. |
| 73 | M&L for glazed coloured joint free Ceramic tiles in vertical surface 350x250x7mm / 450x350x7mm thickset and jointedin neat cement slurry and pointed in white or coloured cement to matchincluding 10mm thick backing coat with cement mortar 1:4 for laying tiles complete all as specified and directed. |
| 74 | M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1: 6completeall as specified and directed. |
| 75 | M & L 9 mm thick prelaminated particle boards exterior grade prelaminatedat both sides with decorative choice lamination complete all as specified and directed. |
| 76 | M & L 18/19 mm thick prelaminated particle boards exterior grade prelaminatedat both sides with decorative choice lamination complete all as specified and directed. |
| 77 | S&F PVC (SWR) pipes single socket in any length with rubber ring joints of 75 mm bore laid in trenches complete all as specified and as directed by Engineer-in-Charge |
| 78 | Note for Item No 77 :- Necessary earth work excavation, RFR, and removal of excavated earth shall be measured and paid seperately under relavent item. |
| 79 | S&F PVC (SWR) bends 75 mm bore of any radius all as specified and as directed by Engineer-in-Charge |
| 80 | S&F PVC (SWR) Branch piece 75 mm bore double (Double T) equal or unequal complete all as specified and directed by Engneer-in-Charge. |
| 81 | S&F PVC (SWR) floor trap 75mm dia of outlet pipe, plain with grating including jointing with solvent cement complete all as specified and as directed. |
| 82 | S&F Framed brackets of angles or tees with web and flanges, cut to shape, drilled and counter sunk for screw, including bending and welding angles, as necessary , gusset plates, riveting, etc. n exc10 kg each brackets, conforming to Fe.290.Gde -E-165complete all as specified |
| 83 | M & L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement |
| 84 | M & L cutting chasesfor concealed water tubing or concealed conduit wiring, etc, pinning in brick walls not exc 10 cm girth and making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc. complete all as specified and directed |
| 85 | S & F 20 mm outer dia of pipes 3-layer PP-R (Polypropylene random copolymer) pipes concealed pipes SDR 7.4 (PN-16 @ 20°C) UV stablized and anti microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings, complete to walls, ceilings or in floors etc. all as specified and directed. |
| 86 | S & F 25 mm outer dia of pipes 3-layer PP-R (Polypropylene random copolymer) pipes concealed pipes SDR 7.4 (PN-16 @ 20°C) UV stablized and anti microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings, complete to walls, ceilings or in floors etc. all as specified and directed. |
| 87 | Note for item No 85& 86:- (a)The unit rate quoted is deemed to include the cost of short lengths, with all pipe fittings such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc and fixing accessories such as pipe hooks, screws clamps etc |
| 88 | (b)Wall thickness of pipes shall be all as per IS : 15801 |
| 89 | S & F 25mm outer dia of pipes PP-R gate valves (brass insert) as per requirement of sitescomplete all as specified and directed. |
| 90 | M&L Second class hard wood plain, solid, straight Chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue pinned at jointscomplete all as specified and directed. |
| 91 | S & FBib Cock with wall flange screwed down screwed for iron pipe 15mm bore CAT Part No Qt F2006152 HT F3001152 of CERA orequivalent to Parryware/Hindware/Jaguar complete as directedby Engr-in-charge. |
| 92 | M&L Cutting into existing manholes for connecting new drains, making good pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4 type B-1 using 20mm graded stone aggregate) smooth finished and reforming benching as required 150mm internal bore, complete all as specified and as directed. |
| 93 | S&F Sink Cock with wall flange screwed down screwed for iron pipe 15mm bore CAT Part No QT F2006151, HT F3001151 of CERA or equivalent to Parryware/Hindware/Jaguar complete as directedby Engr-in-charge. |
| 94 | M&L Precast RCC 1:2:4, Type B–1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], chullah hoods, Chajjas, water troughs, mangers, Shelves and similar articles with plain faces including formwork, set in cement mortar 1:4 complete all as specified and as directed. |
| 95 | Supply only integral waterproofing compound |
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