Military Engineer Services-MES has published Tender For Construction Of Prefab Storage Accommodation For Ge (P) (Af) Deesa. Submission Date for this Tender is 11-05-2024. PEB Tenders in deesa Gujarat. Bidders can get complete Tender details and download the document.
FileName | File Description | File Size |
e1a59bcb-d608-49a5-a30a-5e83fed3d339.html | Tender Notice | 0 KB |
BOQ_729045.xls | Tender Document | 0 KB |
generalpage.pdf | Tender Document | 0 KB |
Tendernotice_1.pdf | Tender Document | 0 KB |
Sl. No. | Item Description |
1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engr-in-Charge. |
2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth, for foundation, etc and getting out in soft/loose soil complete all as specified and as directed by Engr-in-Charge. |
3 | Removing excavated material to a distance n.exc 50m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed by Engr-in-Charge. |
4 | Returning , filling in, incl spreading, leveling, watering and well ramming in layers n.exc 25cm in soil complete all as specified and as directed by Engr-in-Charge. |
5 | M&L for Cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) in foundation ,filling and mass concrete complete all as specified and as directed by Engr-in-Charge. |
6 | M&L for Cement concrete (1:2:4) type B2 (using 40mm graded stone aggregate) in foundation ,filling and mass concrete complete all as specified and as directed by Engr-in-Charge. |
7 | M&L for Cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate), 100 mm thick as in sub base complete all as specified and as directed by Engr-in-Charge. |
8 | M&L for Hard core with broken stone of gauge n.exc. 63mm deposited spread and levelled in layers n.exc.15cm thick watered and rammed to a true surface etc complete all as specified and as directed by Engr-in-Charge. |
9 | M&L for Cement concrete (1:3:6) type C1 (using 20mm graded aggregate), 75mm thick as in plinth protection, floors and pavings etc complete all as specified and as directed by Engr-in-Charge. |
10 | M&L for Cement concrete (1:2:4) type B0 (using 12.5mm graded stone aggregate), 50 mm thick as in floor finish using extra cement complete all as specified and as directed by Engr-in-Charge. |
11 | M/L for brick work with sub class "B" bricks, straight or curved on plan exc. 6m mean radius, built in cement mortar (1:6) complete all as specified and as dircted by Engr -in-Charge. |
12 | M/L for 15mm thick cement plaster in CM (1:6) on fair face of wall or on concrete surfaces finished even and smooth without using extra cement complete all as specified and as dircted by Engr -in-Charge. |
13 | M & L for Machine pressed, precast concrete, interlocking paver block, any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment etc complete all as specified and as directed by Engr-in-Charge |
14 | M&L for applying two coats of synthetic enamel paint, over a coat of red oxide zinc chrome primer on new steel surfaces including preparation of new painted steel surfaces etc complete all as specified and as directed by Engr-in-Charge. |
15 | S&F 40 mm thick, Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides etc complete all as specified and as directed by Engr-in-Charge |
16 | S&F 150mm long, Aluminium anodised, barrel tower bolts of extruded section and fixedcomplete all as specified and as directed by Engr-in-Charge |
17 | S&F 100mm, Butt hinges, medium weight, cold rolled, mild steel and fixed complete all as specified and as directed by Engr-in-Charge. |
18 | S&F 100 mm,anodised aluminium handle, cast type complete all as specified and as directed by Engr-in-Charge |
19 | M&L for Anodised aluminium frame (Powder Coated, Min thickness of powder coating 50 micron) for doors, windows, ventilators with one or more rebates including fittings, joining cleat and rubber suitable beadingfor fixing etc. complete all as specified and as directed by Engr-in-Charge |
20 | S&F 5.5mm thick, Sheet glass, ordinary 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 |
21 | S&F stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples etc complete all as specified and as dircted by Engr -in-Charge |
22 | S&F 200mm long, Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed etc complete all as specified and as directed by Engr-in-Charge |
23 | S & F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws etc complete all as specified and as directed by Engr-in-Charge. |
24 | S & F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws and includingvalleys and gutters etc complete as specified and as directed by Engr-in-Charge. |
25 | S& F for aluminium anodised snap grid frame work for false ceiling for size of grid 605X605 mm including necessary notching and prepare holes, supportinghanger comprising of MS rod, J bolts with frame work to ceiling and to the snap grid including 12 mm thick half perforated low density particle board / tiles 60cm X60cm in size fixed with staples etc complete all as specified and as directed by Engineer-in-Charge. |
26 | M&L for MS Plates, Fe 410 -W (GdeE- 250) qualityA (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc completeall as specified and as directed by Engineer-in-Charge. |
27 | S&F Steel work in tubular trusses, Column, Purlin, rafter including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 etc complete all as specified and as directed by Engineer-in-Charge. |
28 | S&F 50mm thick concrete board as in outerwall, partition wall fixed to floor and wall using GI, C- Channel 0.50mm thick,section cap with screws and washers and complete filling of joints using birla white putty etc complete all as specified and as directed by Engr-in-Charge Note : GI C-channel cap rates are inclusive in the item, no extra payment shall be made on this account. |
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