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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance PLOT NO 2 B 2 H NO 15 35 SWAROOP NAGAR UPPLA HYDERABAD TELANGANA 500039 | MEDCHAL MALKAJGIRI | TELANGANA | 500039 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹12,700
Closing Date
28 Dec 2024, 1:30 pmClosed
AGM SERVICES
AGM SERVICES I.E NACHARAM, HYDERABAD.
Miscellaneous repair works in BEL HYD
2024_BEL_96319_1
BEL_HYD/ES/2024/050
Limited
Civil Works
Works
BEL HYDERABAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹12,700
Yes
28 Dec 2024
14 Dec 2024
28 Dec 2024
14 Dec 2024
28 Dec 2024
14 Dec 2024
14 Dec 2024 - 28 Dec 2024
Amount
PART-A CIVIL WORKS
Removal of existing APP Membrane/Tarfelt of bitumenous layer from top of the slab of height upto 5m including scrapping etc., completely as per direction of Engineerin-charge.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and fixing of dual hydraulic Floor spring for glass door including all necessary items (Make:Dorma) (Note:Price should includes removal and refixing of existing door)
Providing and fixing of Patch set for glass door including all necessary items (Make:Dorma)
Providing and fixing of Locks for glass door including all neccesary items (Make: Dorma)
Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate crossT of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick (Make: STP/SIKHA/ASIAN)
Providing treatment for seperation crack at the junction of RC Member & Masonry wall (Seperation cracks treatment):- Existing plaster along the crack shall be removed on either side of the crack for a width of about 250 mm (on either side of the wall), cleaning the same thoroughly with running water, applying a Polymer Bond Coat of Dr. Fixit Pidicrete URP ( or Equivalent products from Sika / Fosroc) and Cement at 1:1 ratio. on the cleaned surface. Use chicken mesh and fixed across the crack using ‘U’ nails followed by gaps should be filled up with Dr. Fixit Repair Polymer Mortar ( or Equivalent products from Sika / Fosroc) , maintain the moisture on plastered surface for 7 days as per standard methodology. Note: Treatments should be done with authorised skilled person only, Rate is including necessary cup-lock scfollding and working platforms to work at hight upto V floors.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. Bars above 12 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.110 mm Shoe
Providing and fixing 110mm PVC SWR grade pipes and specials of make FINOLEX, SUPREME, PRINCE for waste and vent pipes etc complete including necessary accessories, bends. Tees, adhesives, clamps etc as per manufacturers specification.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
V VENKATESH (BID ID -412896)
KASHISH CONSTRUCTIONS (BID ID -412906)
K Veera Raghavulu (BID ID -413022)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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