Military Engineer Services-MES has published Provision Of Shed For Stowage Of Pollution Control Equipments , Polycarbonate Shed With Trusses To Sos Mess And Defi Garage For Type Iv Accn At Icgs Vadinar Under Ge ( I ) Cg Porbandar. Submission Date for this Tender is 24-02-2020. Shed Construction Tenders in VADINAR Gujarat. Bidders can get complete Tender details and download the document.
| Name of Work: PROVN OF SHED FOR STOWAGE OF POLLUTION CONTROL EQUIPMENTS, POLYCARBONATE SHED WITH TRUSSES TO SO’S MESS AND DEFI GARAGE FOR TYPE IV ACCN AT ICGS VADINAR UNDER GE (I) CG PORBANDAR | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SCHEDULE 'A' | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | M&L Moorum/ red bajri filling for area development laid in layers not exceeding 25 cm thick, spread levelled and consolidated by rolling using roller as specified, including watering, complete all as specified and as directed by Engr-in-Charge.\nNote: 1. Only rolled thickness shall be measured and paid as per method of measurements.\n2. Volume shall be calculated using Simpson's Formula.\n3. The initial levels of site shall be recorded on graph sheet and submitted to the Accepting Officer before commencement of filling work. | 800 | Cum | |
| 3 | 2 | Surface excavation n.exc 30 cm deep averaging 15 cm deep and getting out in soft/disintegrated rocks complete all as specified and as directed by Engr-in-Charge. | 280 | Sqm | |
| 4 | 3 | Excavating in post holes (or similar holes) each n exc 0.5 cu. M, getting out, returning, filling in and raming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in soft/disintegrated rocks complete all as specified and as directed by Engr-in-Charge. | 6 | Each | |
| 5 | 4 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/disintigrated rocks complete all as specified and as directed by Engr-in-Charge. | 120 | Cum | |
| 6 | 5 | M & L Hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engr-in-Charge. | 35 | Cum | |
| 7 | 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/disintegrated rocks complete all as specified and as directed by Engr-in-Charge. | 70 | Cum | |
| 8 | 7 | Removing Excavated soils/ materials not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed by Engr-in-Charge. | 74 | Cum | |
| 9 | 8 | M&L 20mm thick Sand filling under floors interlocking paver blocks including consolidation complete all as specified and as directed by Engr-in-Charge. | 2 | Cum | |
| 10 | 9 | M&L 40 mm thick Ready Made precast RCC jallies type B0 (1:2:4, 12.5 mm graded stone aggregate) (measured solid) , including all mould- ings, set in CM 1:4 etc complete all as specified and as directed by Engr-in-Charge.\nNote: The size and design shall be got approved from Engr-in-Charge. | 10 | Sqm | |
| 11 | 10 | M & L PCC type D2 (1:4:8, using 40mm graded stoe aggregate) in foundation filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 7 | Cum | |
| 12 | 11 | M&L Plain Cement concrete type B-2, (1:2:4, using 40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 1 | Cum | |
| 13 | 12 | M&L RCC Design Mix, M-30 as in foundations, including rafts, footings, foundation beams; plinth beams; base for columns, etc.; basement slabs, unde-reamed piles and mass concrete complete all as specified and as directed by Engr-in-Charge. | 23 | Cum | |
| 14 | 13 | M&L RCC Design Mix, M-30 as in coloums, pillars, piers, posts and struts complete all as specified and as directed by Engr-in-Charge. | 15 | Cum | |
| 15 | 14 | M&L RCC Design Mix, M-30 as in beams, lintel band and gable beams complete all as specified and as directed by Engr-in-Charge. | 4 | Cum | |
| 16 | 15 | M&L RCC Design Mix, M-30 as in chajjas complete all as specified and as directed by engineer-in-charge. . | 1 | Cum | |
| 17 | 16 | M&L RCC Design Mix, M-30 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies ,canopies, deck slabs and in shelve and like complete all as specified and as directed by Engr-in-Charge. | 11 | Cum | |
| 18 | 17 | Supply only integral waterproofing compound complete all as specified and as directed by engineer-in-charge. . | 24 | Kg | |
| 19 | 18 | M&L Pre-cast cement concrete block masonary in PCC 1:3:6 type C1 using 20mm graded stone aggregate with solid block, exceeding 10 cm in width and setting in CM 1:6 complete all as specified and as directed by Engr-in-Charge. | 28 | Cum | |
| 20 | 19 | M&L Water proofing treatement by applying one coat of oil based bituminous primer @ 0.3 kg/sqm with brush /roller, laying of 3mm thick APP based polymer modified membrane (mineral finish) reinforced non-woven polyster, weight not less than 3.50 kg/sqm and sealing all the over laps 100mm in length side and 100mm in width side of membranes laid with torch application complete all as specified and as directed by Engr-in-Charge. | 40 | Sqm | |
| 21 | 20 | M&L 40 mm thick Damp proof course in cement concrete 1:2:4 type B-0, including necessary form work with WPC as per manufacturer instruction by weight of cement, complete all as specified and as directed by Engr-in-Charge. | 21 | Sqm | |
| 22 | 21 | Formwork to sides of column footing/plinth beam etc, rough finished surfaces of concrete flat complete all as specified and as directed by Engr-in-Charge. | 118 | Sqm | |
| 23 | 22 | Formwork to sides of columns, fair finished surfaces of concrete square or rectangular complete all as specified and as directed by Engr-in-Charge. | 162 | Sqm | |
| 24 | 23 | Formwork to sides of beam/lintel band and similar structure for flat fair finished surfaces complete all as specified and as directed by Engr-in-Charge. | 107 | Sqm | |
| 25 | 24 | Formwork to chajjas including edges for flat fair finished surfaces complete all as specified and as directed by Engr-in-Charge. | 8 | Sqm | |
| 26 | 25 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; fair finished not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed by Engr-in-Charge. | 92 | Sqm | |
| 27 | 26 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping, etc fair finished complete all as specified and as directed by Engr-in-Charge. | 36 | RM | |
| 28 | 27 | M&L TMT CRS steel bars 10 mm dia and above, as in reinforcement for concrete, cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm complete all as specified and as directed by Engr-in-Charge. | 4600 | Kg | |
| 29 | 28 | All as per item No 27.00 above but above 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as specified and as directed by Engr-in-Charge.. | 3640 | Kg | |
| 30 | 29 | S&F Aluminium grill with suitable aluminium anodised frame F/H section manufactured by M/s DECO GRILL as per design No DG-104, 5.5mm to 6.5 mm thick. complete all as specified and as directed by Engr-in-Charge. | 12 | Sqm | |
| 31 | 30 | S&F Fabricated Aluminium anodised (powder coated) doors, windows, partitions and ventilators using aluminium sections of size and type approved by Engr-in-Charge, including jointing cleats, snap beading & handles etc. complete all as specified and as directed. | 72 | Kg | |
| 32 | 31 | S&F Neoprene rubber beading of U or C section suitable for 5mm thick glass fixed along with edges of aluminium glass panes of joinery all as directed by Engineer-in-charge. | 53 | Rm | |
| 33 | 32 | S&F Sheet glass, selected quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and as directed by Engr-in-Charge | 12 | Sqm | |
| 34 | 33 | S&F Aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples, complete all as specified and as directed by Engr-in-Charge | 6 | Sqm | |
| 35 | 34 | S&F UPVC, double flat / groove type,chrome finish roller for sliding windows all as directed by Engineer-in-charge. | 48 | Each | |
| 36 | 35 | S&F 100mm long powder coated Aluminium starlock for sliding window shutters conforming to the samples held in the office of Engineer-in-charge. | 16 | Each | |
| 37 | 36 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161 grade St.-240 complete all as specified and as directed by Engr-in-Charge. | 3600 | Kg | |
| 38 | 37 | S&F Steel work in purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161 grade St.-240 complete all as specified and as directed by Engr-in-Charge. | 2700 | Kg | |
| 39 | 38 | S&F Mild steel tubes as in Stanchions including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161 grade St.-240 complete all as specified and as directed by Engr-in-Charge. | 1000 | Kg | |
| 40 | 39 | S&F Fe 410-W, Gde-250, Quality-B, Plates (plain or chequered) channels. Square cut or notched ) (ordinary and counter sunk) forming holes, without any attachment, complete all as specified and as directed by Engr-in-Charge. | 280 | Kg | |
| 41 | 40 | S&F Mild steel bolts, purpose made, with hexagonal or square head one end and screwed the other end to be fitted with washer and one hexagonal or squre nut n exc 15cm long 12mm dia complete all as specified and as directed by Engr-in-Charge. | 260 | Kg | |
| 42 | 41 | S&F Steel rolling shutters, (lath thickness 1.25mm) gear operated type with bevel gear box and crank handle, with ball bearings, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position, complete all as specified and as directed by Engr-in-Charge. | 24 | Sqm | |
| 43 | 42 | M&L Fe-290, Gde-165, Framed work as in doors or ornamental 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 complete all as specified and as directed by Engr-in-Charge. | 480 | Kg | |
| 44 | 43 | S&F 0.50 mm thick Prepainted galvalume aluminium zinc coating GI based corrugated steel sheet of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engr-in-Charge. | 85 | Sqm | |
| 45 | 44 | S&F 0.50 mm thick Pre painted galvalume aluminium zinc coating GI based plain steel sheet 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 and as directed by Engr-in-Charge. | 3 | Sqm | |
| 46 | 45 | S&F 06mm thick plain, multiwall polycarbonate structured sheet (colored) in roof covering, fixed with and including aluminium fillets at joints and aluminium angle at the ends, fixed with screws and standard fittings, fixtures and accessories complete all as specified and as per manufactures instructions, complete all as specified and as directed by Engr-in-Charge. | 580 | Sqm | |
| 47 | 46 | M&L 75 mm thick Cement concrete type D 2, (1:4:8, using 40 mm graded stone aggregate) in sub base of flooring complete all as specified and as directed by Engr-in-Charge. | 151 | Sqm | |
| 48 | 47 | M & L 100mm thick, PCC, type B2 (1:2:4, using 40mm graded stone aggregate) as in floor, finishing cement concrete surface even and smooth complete all as specified and as directed by Engr-in-Charge. | 115 | Sqm | |
| 49 | 48 | M & L 100mm thick, PCC, type B2 (1:2:4, using 40mm graded stone aggregate) as in floor, finishing cement concrete surface spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed by Engr-in-Charge. | 20 | Sqm | |
| 50 | 49 | M&L 75mm thick PCC type C1 (1:3:6, using 20mm graded stone aggregate) as in plinth protection, finishing cement concrete fair and even without using extra cement complete all as specified and as directed by Engr-in-Charge. | 37 | Sqm | |
| 51 | 50 | M&L 100mm thick PCC, type C-2 (1:3:6, using 40mm graded stone aggregate, as in sub base /foundation complete all as specified and as directed by Engr-in-Charge. | 80 | Sqm | |
| 52 | 51 | M&L Machine pressed precast cement concrete interlocking paver blocks and any shape and size with grey cement and pigment conforming to IS: 15658-2006, 80 mm thickness M-40 Grade complete all as specified and as directed by Engr-in-Charge. | 80 | Sqm | |
| 53 | 52 | M&L 5mm thick Rendering in CM 1:4 with using water proofing compound @ 2% of weight of cement content over 10mm thick in CM 1:6 on surfaces of block masonry even smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.\nNote:- Waterproofing compound paid seperatly. | 290 | Sqm | |
| 54 | 53 | M&L 10 mm thick Rendering on other than fair faces of brick work/pcc block masonry or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge. | 220 | Sqm | |
| 55 | 54 | M&L 5mm thick Rendering in CM 1:3 on fair faces of concerete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge. | 90 | Sqm | |
| 56 | 55 | M&L Two coats of OBD on new plastered surface of wall over a coat of primer incl necessary preperation, complete all as specified and as directed by Engr-in-Charge. | 290 | Sqm | |
| 57 | 56 | M & L Two coats of Acrylic exterior emulsion paint (Asian Apex or euivalent as specified) over a coat of primer including preparation of new plastered surfaces of wall/ceiling complete all as specified and as directed by Engr-in-Charge. | 220 | Sqm | |
| 58 | 57 | M<hree coats of white wash on new plastered surfaces of ceiling including necessary preparation of surfaces complete complete all as specified and as directed by Engr-in-Charge. | 90 | Sqm | |
| 59 | 58 | M&L Preparing of new steel surfaces and applying Two coats of Synthetic enamel paint over a coat of primer complete all as specified and as directed by Engr-in-Charge. | 230 | Sqm | |
| 60 | 59 | M&L Soling (or sub base) with broken boulders or quarried stone, inter stices filled, spread thickness 150 mm, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed by engineer-in-charge. | 18 | 10 Sqm | |
| 61 | 60 | M&L Rolling and consolidating formation surfaces in cutting with power roller exc. 8 tonne and n.exc. 12 tonne complete all as specified and as directed by engineer-in-charge. . | 18 | 10 Sqm | |
| 62 | 61 | M&L 15cm thick (compacted thickness) WBM in two layers, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed by engineer-in-charge. . | 18 | 10 Sqm | |
| 63 | 62 | Preparing unsurfaced WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and Applying evenly a tack coat with paving bitumen @10 Kg per 10 SqM preparatory to bitumenous macadam complete all as specified and as directed by engineer-in-charge. | 18 | 10 Sqm | |
| 64 | 63 | M&L laying and consolidating 50mm thick premixed bituminous macadam, with binder content @ 4% by weight of total mix, rolled and compacted to required camber and gradient (consolidated thickness 75mm or less) with 8 to 10 tonne power roller etc. using paving bitumen complete all as specified and as directed by engineer-in-charge. | 9 | Cum | |
| 65 | 64 | Preparing black top surfaces of roads by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and Applying evenly a tack coat with paving bitumen @ 5 Kg per 10 SqM over Bituminous Macadam surfaces complete all as specified and as directed by engineer-in-charge. | 18 | 10 Sqm | |
| 66 | 65 | M&L Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller etc complete all as specified and as directed by engineer-in-charge. | 18 | 10 Sqm | |
| 67 | 66 | M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade-'A' complete all as specified and as directed by engineer-in-charge. | 6 | 10RM | |
| 68 | 67 | M&L Point wiring complete with stranded copper conductor 1.5 sqmm single core PVC insulated but unsheathed multistranded copper conductor FRLS 1100 Volts grade cable, drawn through and including PVC conduit heavy duty grade ISI marked minimum 20 mm dia but shall be increased as per actual site requirement in accordance with Clause 19.125 of SSR Part-I, ISI Marked, including conduit accessories like bends, tees, junction boxes etc fixed concealed/recessed in wall or ceiling etc including 1.5 sqmm PVC insulated but unsheathed multi stranded copper conductor FRLS cable as earth continuity wire with metal flush box 1.2 mm thick of suitable size with 2.8mm thick bakelite sheet complete all as specified and as directed by Engr-in-Charge as given below:- \nNote: Cost of cutting / chasing on wall and making good after repair shall be deemed to be included in the unit rate.\nMake of cable: Havells/ Finolex/ RR Kable/ KEI\n\n | |||
| 69 | 67.01 | One light point /fan point controlled by one switch with cable 1.5 Sqmm | 15 | Point | |
| 70 | 67.02 | One 3 pin socket outlet 5 Amps on the same board with other switches with cable of size 1.5 Sqmm nominal area | 1 | Point | |
| 71 | 67.03 | One 3 pin socket outlet 5 Amps independent board with cable 1.5 Sqmm nominal area | 4 | Point | |
| 72 | 68 | M&L Point wiring complete with stranded copper conductor 2.5 sqmm single core PVC insulated but unsheathed multistranded copper conductor FRLS 1100 Volts grade cable, drawn through and including PVC conduit heavy duty grade ISI marked minimum 20 mm dia but shall be increased as per actual site requirement in accordance with Clause 19.125 of SSR Part-I, ISI Marked, including conduit accessories like bends, tees, junction boxes etc fixed concealed/recessed in wall or ceiling etc including 2.5 sqmm PVC insulated but unsheathed multi stranded copper conductor FRLS cable as earth continuity wire with metal flush box 1.2 mm thick of suitable size with 2.8mm thick bakelite sheet for 3 Pin Socket Outlet 15 Amps on independent board complete all as specified and as directed by Engr-in-Charge. \nNote: Cost of cutting / chasing on wall and making good after repair shall be deemed to be included in the unit rate.\nMake of cable: Havells/ Finolex/ RR Kable/ KEI | 4 | Point | |
| 73 | 69 | S&F Ceiling rose, surface type, 3 way terminal/PVC/Polycarbonate isolated body complete all as specified and directed by Engr-in-Charge. | 15 | Each | |
| 74 | 70 | S&F Switch piano, flush button,240V, 5 Amps, Single pole one way (ISI Marked) complete all as spd and directed by Engineer-in-Charge. | 16 | Each | |
| 75 | 71 | S&F Socket outlet, 3 pin 5 Amps, flush type (ISI Marked) complete all as spd and directed by Engineer-in-Charge. | 1 | Each | |
| 76 | 72 | S&F Switch Socket outlet multipurpose 6A, 5 pin, 240V type controlled by one piano switch complete all as specified and directed by Engr-in-Charge. | 4 | Each | |
| 77 | 73 | S&F Switch Socket outlet multipurpose 6A/16A, 6 pin, 240V type controlled by one piano switch complete all as specified and directed by Engr-in-Charge. | 4 | Each | |
| 78 | 74 | M&L Sub main wiring alongwith earth wire with the sizes of 2 x4 Sqmm ,1x4 Sqmm earth wire of FR PVC insulated copper conductor, single core cable in concealed PVC conduit of 25mm dia complete all as specified and directed. | 50 | Rm | |
| 79 | 75 | S&F High efficiency aluminium linear LED Batten light 20 Watt with 6500 K with driver complete all as specified and directed. Make : Wipro Cat No. LL20-281-XXX-65AL1 or its equivalent in Philips/Crompton | 13 | Each | |
| 80 | 76 | S&F 5 star rated ceiling fan 1200mm sweep and connecting up to and including provision of 23/0.0076 (or equivalent size in mm) flexible three core PVC insulated copper conductor cable from ceiling rose to fan, hanging rod of suitable size, and electronic regulator etc complete.Make: Orient(Crown), CG(HS Plus), Havells (ES-50)/USHA (VETRA)\n | 2 | Each | |
| 81 | 77 | S&F Sheet metal enclosure for Single pole neutral DBs 8 way, 230 V double door with 200 Amps bus bar.Make:Legrand/Standard | 1 | Each | |
| 82 | 78 | S&F MCB single pole 240 Volts 5/6 to 30/32 amps 10 KA Rupturing capacity, C Curve, 240 Volts, complete all as specified. | 1 | Each | |
| 83 | 79 | M&L MCB single pole & neutral 240 Volts 40 Amps 10 KA Rupturing capacity, C Curve, 240 Volts, complete all as specified. | 6 | Each | |
| 84 | 80 | M&L Earthing complete with galvanised steel pipe electrode, 40mm bore, medium grade, 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanised iron or steel wire all as shown in Plate No. 2 to the earthing test point upto 7.5 mtr all as specified and indicated including testing, complete all as specified and directed by Engr-in-Charge.\nNote:- 1. Excavation and Earthwork and earthpit as specified shall be deemed to be included in the rate quoted. | 2 | Each |
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