Military Engineer Services-MES has published Tender For Repairs To Boundary Wall Drains Footpath Hard Standing And Etc Under Zone Ii Area Of Ge Mceme Secunderabad. Submission Date for this Tender is 06-05-2024. Footpath Work Tenders in secunderabad Telangana. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| 73578ab1-4040-4950-8a46-6c8ca318f30d.html | Tender Notice | 0 KB |
| BOQ_727778.xls | Tender Document | 0 KB |
| Tender8604.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Demolition of brick work /stoneboulder of any descriptionandy in any positionnot othterwise specifically provided for, complete all as specificed and directed by Engineer-in-Charge. |
| 2 | M&L for brick work with fly ash, modular bricks straight or curved on plan exc 6m mean radius built in CM 1:6, complete all as specificed and directed by Engineer-in-Charge. |
| 3 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cementmortar 1:6 |
| 4 | Demolitionofreinforced concrete of any description and in any position not otherwise specifically provided for complete all asspecified. |
| 5 | Excavating in trenches n exc 1.5m wide and not exc 1.5m depth; for foundation, etc not exc 10 sqm on plan and getting out in hard/dense soil |
| 6 | Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25cm in hard/dense soil |
| 7 | Removal of excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above starting point. |
| 8 | M&Lfor formwork to fair finishedsurfaces ofsides 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 |
| 9 | M&L for RCC Type B1 1:11/2:3 ( 20mm graded aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 10 | M&L forformwork to fair finishedsurfaces to sides of pillars, posts, struts, piers, columns and stanchions |
| 11 | M&L for RCC Type B1 1:11/2:3( 20mm graded aggregate) in columns, pillars, piers, posts and struts |
| 12 | M&Lforformwork to fair finishedsurfacesoftimber form work tosides andsoffitsoffloororroofbeam ,lintelsincluding support , overhangsetcalsosplaysbetweenfloorsandbeamsetc. |
| 13 | M&L for RCC Type B1 1:11/2:3 ( 20mm graded aggregate)in beams, cantilevers,bressummers, lintels over 1.5m span |
| 14 | M&L forTMT bar 10 mm diaand over cut to length bent to shape required, including cranking, bending, spirally for hooping for column hooking ends and binding with and including mild steel steel wire (annealed ) not less than 0.90 mm dia or seccuring with clips quility confirming to Deformed or twisted bars. |
| 15 | Ditto, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders |
| 16 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses incementmortar 1:4 |
| 17 | M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finishing the surface even and smooth without using extra cement including taking down cement plaster of any description, complete all as specificed and directed by Engineer-in-Charge. |
| 18 | M&L rendering 1 5mm thick in CM 1:6on external surfaces of of brick work or concrete surfaces even and smooth without using extra cement, complete all as specificed and directed by Engineer-in-Charge. |
| 19 | M&L for preparation of newely plasted surfaces of walls and applying two coat of cement base paint over a coat of alkali resistant paint, complete all as specificed and directed by Engineer-in-Charge. |
| 20 | Demoltion of cement Concrete of any description and in any position not otherwise specifically provided, complete all as specificed and directed by Engineer-in-Charge. |
| 21 | M&L for 100mm thick PCC 1:4:8type D2 using 40mm graded stone aggregate as in sub base etc., complete all as specificed and directed by Engineer-in-Charge. |
| 22 | M&L for 50 mm sand filling under floors or in foundations including watering and consolidation spread, rolled and consolidated to gradient and camber required, complete all as specificed and directed by Engineer-in-Charge. |
| 23 | M&L forMachine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment, complete all as specificed and directed by Engineer-in-Charge. |
| 24 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing srviceable tiles to store and rubbish off the premises, complete all as specificed and directed by Engineer-in-Charge. |
| 25 | M&L for 20 mm thick screed bed or bedding layer of mortar in cementmortar 1:6 for lying floor finishes, complete all as specificed and directed by Engineer-in-Charge. |
| 26 | M & L forchequered cement concrete tiles 30 cm x 30 cm x 25 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments, complete all as specificed and directed by Engineer-in-Charge. |
| 27 | M&L for Cement concrete type B- 0, 1:2:4 (12.5mm graded aggregate) for coping or chamfered on edges, complete all as specificed and directed by Engineer-in-Charge. |
| 28 | Demolition of precast concrete block masonry, built in cement mortar incl all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specificed and directed by Engineer-in-Charge. |
| 29 | M&L for precast cement concrete TypeC1, 1:3:6 (16 mm graded aggr) solid blockmasonry exc 10 cm in widthandset in CM 1:6, complete all as specificed and directed by Engineer-in-Charge. |
| 30 | S&F in PVC (SWR) 100/110 mm bore single socketed pipes in any length with rubber ring joints, complete all as specificed and directed by Engineer-in-Charge. |
| 31 | Dismantling fencing wire mesh, any type, complete all as specificed and directed by Engineer-in-Charge. |
| 32 | Dismantling of wrought iron or mild steel work of any description and in any position not otherwise provided for, complete all as specificed and directed by Engineer-in-Charge. |
| 33 | Excavation in post holes each n exc 0.50m getting out returning filling and remaining earth or broken rubble mixed with earth around in layers n exc 25cm getting out in hard/densesoil |
| 34 | S&F Mild steel angle iron as posts and struts in fencing including cutting tops to shape as directed, drilling hole including all necessary drilling, bolting or riveting etc and similar work conforming to Fe 290 Gde E 165 |
| 35 | M & L for PCC (1:3:6) type C2( using 40mm graded agg) as infoundation, filling and mass concrete etc. |
| 36 | Supply only chain link fenching of size 75x75 mm mesh of cages with 3.15 to 4 mm dia Mild Steel Galvanised Wire,complete all as specified and as directed. |
| 37 | Fixing only Chain Link Fencing 75X75mm Mesh or Cages with 3.15 to 4 mm dia Mild Steel Galvanised Wirelapped, Straining and Binding with including Mild Steel Wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed. |
| 38 | M&L Mild Steel Flat(Size=40x5 ) as Bands, etc. to Fencing Post with Ends of Bar shouldered and/or riveted or forged into Spikes, Framed Guard Bars and Similar Work, etc. conforming to Fe-410-0 or Fe-310-0 including all necessary drilling, bolting or riveting, etc., complete all as specified and as directed. |
| 39 | Mild steel screw bolts (machine made) 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,10mm dia neck, length of bolt n exc 5cm long complete all as specified and directed |
| 40 | Supply and Fix in repairGlavanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line wire to be measured) all as specified and directed by Engineer-in-Charge |
| 41 | Supply and fixing inrepairconcertina coil fencing with punched tape concertina coil 600mm dia having 50 Nos rounds per 6 metre length, up to 2.50m height of wall on angle iron Y-shaped bracket placed 2.40m to 3.00m apart and horizontal barbed wire, stud tied with G.I staples andG.I clips to retain horizontal, etc with reinforced barbed tape/spring core (2.5mm thick) wire of high tensile strength of 165kg/sqmm with tape (0.52 mm thick) and weight not less than 43.478 gm/metre, all as specified and directed by Engineer-in-Charge. Note:- Y angle iron bracket and horizontal barbed wire will be measured and paid separately. |
| 42 | M & L Preparation of new or previously untreated steel surfaces of any description, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specificed and directed by Engineer-in-Charge. |
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