Military Engineer Services-MES has published Tender For Special Repair Of Offers Mess Bldg At Jalipa Mil Stn Under Ge (A) Barmer (Job No 001/Sr/(Bldg)/12C/23-24/Q3w). Submission Date for this Tender is 02-10-2023. Building Work Tenders in barmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Sep-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 02-10-2023 |
| Sl. No. | Item Description |
| 1 | S&F for rolled mild steel Fe 410-W (Gde- E- 250) quality-A in plate girder or single stanchions, built up of one beam of channel section with flange plates, caps, bases, splices, angle brackets, cleats and other connections including with necessary butt or lap welded joint complete all as specified and directed. |
| 2 | S&F for rolled mild steel Fe 410-W (Gde- E- 250) quality-A in compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc. including with necessary butt or lap welded joint complete all as specified and directed. |
| 3 | S&F for rolled mild steel Fe 410-W (Gde- E- 250) quality-A in Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment including with necessary butt or lap welded joint complete all as specified and directed. |
| 4 | S&F for mild steel screw bolts (machine made) of 16 to 24 mm dia of neck with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, but length of bolt exc 22.5cm and n exc 30cm long embedded in concrete complete all as specified and directed. |
| 5 | M&L for steel work in tubular trusses, bracings 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 directed by Engineer-in-charge. |
| 6 | M&L for preparation of New or previously untreated steel or iron surfaces of any description over 10cm in girth or width and painting with two coats of synthetic enamel paintover a coat of red oxide primer complete all as specified and as directed. |
| 7 | M&L for plain cement concrete 1:4:8 (type D-2) using 40 mm graded crushed stone aggregate in foundations , filling and mass concreate complete all as specified and directed. |
| 8 | 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 in hard/dense soil complete all as specified and directed. |
| 9 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in deep but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in hard/dense soil complete all as specified and directed. |
| 10 | Excavation over area n exc. 1.5 m deep and getting out in hard/dense soil complete all as specified and directed. |
| 11 | Removing excavated material exc. 1.50 km but n exc.5 km complete all as specified and directed. |
| 12 | Returning filling in including spreading levelling watering and well ramming in layers n.exc 25 cm in soil. |
| 13 | Formwork to sides rough finished surfaces of concrete of pillars, posts, struts, piers, columns, and stanchions (leak proof) complete all as specified and directed by Engineer-in-charge. |
| 14 | Formwork to flat rough finished surfaces of soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) (leak proof) complete all as specified and directed. |
| 15 | Formwork to rough finished surfaces 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 and similar work exc 10cm but n exc 20cm wide complete all as specified and directed. |
| 16 | S&F for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 17 | S&F for Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 18 | S&F for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 19 | M&L for Chipping of 50mm average thickness unsound/weak concrete material from slabs, beams, columns, footings etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts complete all as specified and directed. |
| 20 | M&L for Cleaning & applying rust remover on (CICO Clean-o rust) in two coats over rusted reinforcement surface of RCC membersand providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 2-3 sq. mtr/ltr not less than 50 microns dft with CICO ZINCILATE-500 or equivalent to reinforcement surface as per manufacturer’s instructions including all machinery, tools tackles and clearing of debris. Make: CICO clean-O-rust, CICO ZINCILATE-500 or equivalent in Fosroc/Dr Fixit/ACC/L&T/STP. (Note : Entire Surface of RCC members shall be measured.) |
| 21 | S&F of new steel or rebars by drilling holes with 10 mm to 25mm dia and 100 to 200mm deep as per IS code of 10D formula and filling the holes after inserting of reinforcement dia 8 to 16mm for anchoring at ends/shear connector and filled the holes with one or two component styrene free vinylester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound ( having the technical parameters mentioned in material specifications) using standard sealant applicator gun after drilling holes of required diameter at required locations, for holding / fixing / placing in position the steel mesh reinforcement at desired level/ stretching. (Note : Steel/reinforcement shall be paid and measured separately). Make: CICO RESIFIX-G or equivalent in Fosroc lokfix/Hilti and Master builder (BASF) |
| 22 | M&L for providing Micro concrete M-50 (Minimum grade) with CICO MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine, including all necessary scafolding if required etc all as specified and directed. Make: CICO MICROCRETE of CICO Technologies ltd or equivalent in Fosroc/STP/BASF. |
| 23 | M&L for Epoxy Bonding Agent suitable for bonding new to old concrete, bricks and steel components, bricks, tiles etc after the prepration of old concrete/RCC surface by cleaning and removing of dust, dirt, loose particles, laitance etc by wire brushing, scrapping and washing with water complete all as per manufacturer"s instructions. |
| 24 | Demolition of brickwork of stone/boulder masonry, build in cement mortar including all for ashlars facings, dressed stonework, precast concrete articles and precast concrete block walling complete all as specified and directed. |
| 25 | M&L for Pre-cast cement concrete block masonry with solid blocks, 1:3:6, Type C-1 (using 20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar (1:6), complete all as specified and directed. |
| 26 | Taking down cement plaster of any description, any thickness from surfaces of walls/soffits of roof projections & chajjas /ceilings etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and directed. |
| 27 | M&L for rendering 15mm thick in CM (1:6) on fair faces of brick work or concrete surfaces even and fair finish without using extra cement complete all as specified and directed. |
| 28 | M&L for 3mm thick wall care putty on wall complete all as specified and directed. |
| 29 | M&L for preparing new plastered or unplastered surfaces of walls, and applying two coats of oil emulsion distempering over a coat of interior wall primer complete all as specified and directed. |
| 30 | M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces even and fair finish without using extra cement mixed with WPC as per manufacturer"s instructions complete all as specified and directed. |
| 31 | M&L for preparation of new plastered surfaces of walls and applying two coat of cement based paint over a coat of primer complete all as specified and directed. |
| 32 | Supply only integral liquid water proofing compound complete all as specified & as directed. |
| 33 | Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, cills, aprons etc complete all as specified and directed. |
| 34 | M&L for Virified Ceramic tiles (Dark shed) 10 mm thick (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 over 15mm thick screed bed in CM (1:4) complete all as specified and directed. |
| 35 | M&L for Virified Ceramic tiles (Dark shed) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick backing coat in CM (1:4) complete all as specified and directed. |
| 36 | M&L for Machine cut kota stone slab cills 20-25mm thick over cement screed bed 15mm thick in CM (1:4) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab inclunding rubbing and polishing complete all as specified and as directed. |
| 37 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 38 | M&L for 25mm thick PCC 1:2:4 Type B-0 (using 12.5mm graded stone aggregate) as in levelling course in floor complete all as specified and directed. |
| 39 | M&L for 75 mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection including making joint at every 3mtr interval and at corner and filled with mixture of bitumen and sand and finished even and fair and laid in alternate bays complete all as specified and directed. |
| 40 | Taking down chowkhats or frames (without taking off shutters from the frame) exc 1.5 Sqm and n. exc 4.00 Sqm incl cutting holesand making good reqd shape for hold fast block for new frame complete all as specified and directed. |
| 41 | S&F for Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed. |
| 42 | S&F for Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and as directed. |
| 43 | S&F for Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. ccomplete all as specified and as directed. |
| 44 | S&F for aluminium (Die cast) body door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and as directed. |
| 45 | M&L for 4.8mm thick sheet glass, ordinary quality and fixed with glazing clips, rubber packing in square in n exc 0.5 sq.m in each pane in each pane complete all as specified and as directed. |
| 46 | S&F for stainless steel wire cloth 0.36mm nominal dia of wire andaverage width of aperture 1.40mm and fixed with stainless steel wire stapples complete all as specified and as directed. |
| 47 | S&F for 25mm thick pre-formed filler for expansion joints including dismantling boarding, any description, fixed in any position with nails complete all as specified and as directed. |
| 48 | S&F for heavy duty false work of any height like composite steel section erecting for temporary supports with adjustable arrangement to the structural members like beams, columns, slabs in horozointal or vertical directions etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work and removed after work complete as per the instruction of engineer in-charge. Note:- These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements complete and all as specified & directed. |
| 49 | S&F for MS props of any height, erecting for temporary supports with adjustable arrangement to the structural members like beams, columns, slabs in vertical directions etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work and removed after work complete as per the instruction of engineer in-charge. Note : These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements complete and all as specified & directed. |
| 50 | S&F for 150mm bore of PVC (SWR) perforated pipes with 10mm dia perforation holes single socketed in any length with rubber ring joints laid laid in trenches or in floors complete all as specified and as directed. |
| 51 | S&F for 150mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid laid in trenches or in floors complete all as specified and as directed. |
| 52 | Supply only 20mm nominal size graded coarse aggregate as in trenches around the PVC perforated pipe complete all as specified and as directed. |
| 53 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 54 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 55 | M&L for Reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) inBeams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-charge. |
| 56 | M&L for Reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) inColumns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-charge. |
| 57 | M&L for Reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) inSlabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, chajjas and in shelves and the like complete all as specified and directed. |
| 58 | M&L for Reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) infoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 59 | M&L for Reinforced cement concrete (design mix) M-25 (20mm graded stone aggregate) inWalls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 60 | Formwork to sides of flat rough finished surfaces of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. |
| 61 | Formwork to sides of flat rough finished surfaces of concret to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. |
| 62 | M&L for plain cement concrete, 1:2:4, Type B-1 (using 20 mm graded crushed stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 63 | M&L for providing precast cement concrete, 1:2:4, Type B-1 (using 20 mm graded crushed stone aggregate) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in CM (1:4) with joints to match complete all as specified and directed. |
| 64 | M&L for Soil stabilization of 150 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive@ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only Type of additive and, percentage required fo blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 95% Maximum Dry Density. Provisions of IRC SP:89-2010 be referred to for this item |
| 65 | M&L for Hardcore broken stone/ boulder of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. |
| 66 | M&L for Complete removal of existing treatment, plastered or unplastered old surfaces of ceiling, including filling of cracks/holes by crack filler, removing unnecessary nails and applying three coats of white wash complete all as specified and directed. |
| 67 | M&L for Complete removal of existing treatment, plastered or unplastered old surfaces of walls, including filling of cracks/holes by crack filler, removing unnecessary nails applying two coats of oil bound distemper/ emulsionover a coat of interior wall primer over 3mm thick wall care putty complete all as specified and directed. |
| 68 | M&L for preparing old plastered or unplastered surfaces of walls, including filling of cracks/holes by crack filler, removing unnecessary nails and applying two coats cement based paint complete all as specified and directed. |
| 69 | Note:- (i) Retrofitting/ Rehabilitation work shall be executed with / under supervision of specialised agency, charges of specialised agency supervision to be borne by the contractor during the execution of the work as specified and directed. (ii) Contractor have to get approval of applicator or authorized agency by submitting its authorization letter to this office for approval of Accepting Officer prior to commencement of work. (iii) Name of Specialised Agency : CICO RESIFIX-G or equivalent in Fosroc lokfix and Master builder (BASF)] |
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