Military Engineer Services-MES has published Tender For Addn/Altn To Main Gate,Modification Of Pillars Of Entrance Gate With Granite Stone, Painting Of Nts Hangar Floor With Epoxy Coating,Replacement To Asbestos Sheets With Galvaniumsheets, Provn Of Chain Linkingfencing At Sports Ground And Mt. Submission Date for this Tender is 14-03-2023. Sports Complex Tenders in Hyderabad Telangana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Mar-2023 | Amendment to BOQ | Technical Bid | 07-03-2023 |
| 2 | 07-Mar-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 14-03-2023 |
| Sl. No. | Item Description |
| 1 | Dismantling AC corrugated, semi corrugated sheets in roof covering complete all as specified and directed. |
| 2 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 3 | S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridges fixed with self tapping screws as specified |
| 4 | 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- 1979 grade St.-240 |
| 5 | S&F mild steel Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) (Fe 410w (Gde-E-250) quality-A) including distance pieces, cleats etc. |
| 6 | M&L Preparing new steel Surfaces of any any description over 10cm width or girth and appling two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete. |
| 7 | S&F Anodised aluminium snap grid frame work size 605 x 605 mm for false ceiling and Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long including 4mmthick non asbestos fibre cement buildings boards fixed or laid/inserted to timber/GI/aluminium frame work in ceiling with screws including preparation of new surfaces of ceiling and applying two coats of distemper complete all as specified and as directed. |
| 8 | M&L Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built inCM 1:4. |
| 9 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 ,finished even and smooth without using extra cement |
| 10 | M&L for Preparing new plastered surfaces of walls and applyingtwo coats of cement basepaint over a coat of primer complete all as specified and directed. |
| 11 | M&L for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement mortar (1:4) including point ing in white cement (1:2) us ing marble dust with admix ture of pigment to match Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite. |
| 12 | Rounding to edges of stone slabs one edge, such as in steps, cooking platform and other similar situations |
| 13 | M & L for 15 mm thick Screed bed or bedding layer of cement mortar 1:6 for laying floor finishes |
| 14 | Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match. |
| 15 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil. |
| 16 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface |
| 17 | M&L for 75mm Cement concrete Type C-2 1:3:6 (40mm graded aggregate) as in sub base. |
| 18 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade |
| 19 | M&L for sand filling under floors or in foundations including watering and consolidation for laying of interlocking paver block. |
| 20 | M&L for plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in coping Benching including necessary form work. |
| 21 | Demolition of cement concrete in roofs, floors (other than ground floors), etc. (unreinforced) including old tarfelt & cement mortor bedding and plastering etc., and removed debris ouside MD land complete all as specified and as directed. |
| 22 | M & L cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregate) as in roof kerbs, bands etc . |
| 23 | M & L 25 mm thick plain cement concrete (1:2:4) type B1 using 20 mm graded agg as in padding concrete to floor/roof treatment etc., complete all as specified and as directed. |
| 24 | M & L rendering 10mm thick on concrete surface in CM 1:4 and finishing even and smooth without using extra cement with using WPC @ 3% by wt. of cement, complete all as specified and as directed (Note:- WPC will be measured and paid separately) |
| 25 | Supply only water proofing compound |
| 26 | M&L for cleaning the roof surface and applying oil bond bitumen primer @ 0.20 kg/sqm providing and laying 4mm thick APP modified water proofing membrane weight not less than 4 kg/sqm reinforced with non woven polyester mat weighing not less than 160 gm/sqm having soften point not less than 140 degree centigrade tensile strength not less than 800/N/sqm cum tearing strength 180N with minimum of 10 cm side laps and 15cm end laps by application of torch applying a coat of blown grade hot bitumen over the membrane @ 1.2 kg/sqm and providing garnish with solar reflective bitumen aluminium paint @ 0.1 kg/sqm over completed area of membrane. |
| 27 | Excavating in post holes (or similar holes) each n exc 0.5cum, getting out, returning, filling in and ramming 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 any type of soil. |
| 28 | M & Lfor excavating in trenches, n.exc. 1.5m wide and n. exc 1.5m in depth, for foundation, etc and getting out in any type of soil, complete all as spd and directed by engineer-In-charge. |
| 29 | M&L for Cement concrete Type D2 1:4:8 (40mm graded aggregate) as in foundations, filling and mass concrete |
| 30 | M&L for Cement concrete Type B2 1:2:4 (40mm graded aggregate) as in foundations, filling and mass concrete |
| 31 | S & F MSposts 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 rivetting etc and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-In-Charge. |
| 32 | Fixing only Chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire complete all as specified and as directed by engineer-In-charge. |
| 33 | Supply only Chain link MS galvanised fencing of mesh size(nominal pitch of wire) of 50mm and 3.0mm dia. |
| 34 | M & L Mild steel bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for columns hooking ends and binding with and including mild steel wire annealed not less tan 0.9 mm dia or securing with clips quality conforming to round barsconfirming Fe-410-W(Gde.E-250), complete all as specified and as directed by Engineer-in-Charge. |
| 35 | Mild steel screw or bolts (machine made) with hexoganal or square heads at one and screwed the other, or screwed both ends each screwed end to be filled with washers and hexogonal or square nut ,not exceeding5cm long and diameter of neck 5 to 10mm complete all as specified and directed by Engineer-In-Charge. |
| 36 | Returning, filling incl spreading leveling watering and well ramming in layers n exc 25 cm thick each layer complete all as specified and directed by Engr -In Charge. |
| 37 | Removing excvated soil 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 directed by Engr -In Charge. |
| 38 | Preperaing new plastered surfaces of wall and applying three coats of white wash all as specified. |
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