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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Rejected-Technical | Rejected-Technical Technically not qualified |
| 3 | Rejected-Technical | Rejected-Technical Technically not qualified |
Tender Value
₹33.3 L
EMD Value
₹66,620
Closing Date
22 Mar 2023, 3:00 pmClosed
Director, AMD
AMD Office Complex, Begumpet, Hyderabad
Renovation of Civil and PH works at bath and toilet of 20 flats, Type-III residential quarters, AMD, SR, Bengaluru
2023_AMD_743246_1
AMD/CESG/ET-75/2022-23
Open Tender
Civil Works
Item Rate
180 days
Type III residnetial quarters, AMD, SR, Bengaluru
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹66,620
13 Jul 2023
4 Mar 2023
23 Mar 2023
4 Mar 2023
22 Mar 2023
11 Mar 2023
4 Mar 2023 - 7 Mar 2023
Amount
Dismantling W.C. Pan/wash basin of all sizes including disposal of dismantled materials i/c malba all complete as per specification and directions of Engineer-in- Charge
Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per specification and directions of Engineer-in- Charge
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead as per specification and directions of Engineer-in- Charge
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge.
Dismantling C.I.pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Dismantling tile work for thickness of tiles above 25 mm and up to 40 mm in floors and roofs laid in cement mortar including stacking material within 50 metres leadas per specification and directions of Engineer-in- Charge
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead as per specification and directions of Engineer-in- Charge
Providing and laying in position 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)cement concrete of specified grade excluding the cost of centering and shuttering - All work up to up to floor five levelas per specification and direction of E-I-C.
Providing and laying in position 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate RA))excluding the cost of centering and shuttering - All work up to up to floor five level as per specification and direction of E-I-C.
Providing, mixing and applying 12 mm average thickness SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/mm2).all complete as per the 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 as per specification and directions of Engineer-in- Charge Note : The quantity loaded in the truck shall be reduced by 30% for debris, 20% for earth & Incinerator waste and 50% in case of stones / rubbles towards voids for payment purpose.
Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line for grouting including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
Providing and injecting approved Epoxy injection grout in concrete/RCC work in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)
Providing and applying two coat @1.10 kg per sqm integral crystalline slurry of hydrophilic in nature (Fosroc's BRUSH BOND RFX) for waterproofing treatment to vertical & horizontal surfaces of sunken portions of toilets prepared by mixing in the ratio as per manufacturers guidelines and applying the same from negative (internal) side with the help of synthetic fiber brush at interval of one day between each coat. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage
Providing, mixing and applying 25 mm average thickness in 2 layers SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polyme minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/mm2).
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan)with ISI marked white solid plastic seat and lid , 10 litre low level white P.V.C. flushing cistern, including flush pipe and P-trap/S-trap, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required as per specification and directions of Engineer-in- Charge
Providing and fixing 20 mm nominal outer dia CPVC (Chlorinated Polyvinyl Chloride) pipes( in concealed work) having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Providing and fixing CPVC (Chlorinated Polyvinyl Chloride)pipes (Exposed on wall) having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
20 mm nominal dia Pipes
40 mm nominal dia Pipes
50 mm nominal dia Pipes
Providing and fixing 40 mm nominal dia CPVC gate valve with Quarter turn Lever type of approved quality as per specification and directions of Engineer-in- Charge
Providing and fixing 50 mm nominal dia CPVC gate valve with Quarter turn Lever type of approved quality as per specification and directions of Engineer-in- Charge
Providing & fixing 110mm dia PVC - U pipes ( class 3 ) with pressure stability not less than 6 kg /cm2 of supreme make/ equivalent including all fittings like ‘Y’ bend zigzag bend, collar, tee, door bends at all floors, etc including fixing the pipes with U clamps at 1m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement & testing of joints, complete as per direction of Engineer in Charge.
Providing & fixing PVC nahani trap of approved make conforming to ISI specifications including cost of materials, labour complete all as per specification and directions of Engineer-in- Charge
Providing and fixing 100 mm sand cast Iron grating for trap as per specification and directions of Engineer-in- Charge
Providing & fixing CP brass towel rod 600 mm length, 20 mm dia with CP brackets of approved make fixed to wooden cleats with C.P. brass screws including cost of materials, labour complete all as per specification and directions of Engineer-in- Charge
Providing and fixing 100 mm diameter C.P. brass shower rose of approved make with 15 or 20 mm inlet as per specification and directions of Engineer-in- Charge
Providing & fixing CP brass Wall mixer ( 3 in 1 system) of approved make with provision for overhead shower with 115mm long bend pipe on upper side, connecting legs and wall flanges including cost of materials, labour complete all as per specification and directions of Engineer-in- Charge
Providing and fixing 20 mm nominal bore C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 as per specification and directions of Engineer-in- Charge
Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 as per specification and directions of Engineer-in- Charge
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
Providing and fixing 15 mm nominal bore C.P. brass Two way bib cock of Quarter turn Lever type with foam flow including wall flange of approved quality conforming to IS specification as per specification and directions of Engineer-in- Charge
Providing and fixing ABS health faucet with Rubbit cleaning system, Flexible tube and wall hook, chrome painted finish of approved quality conforming to IS specification as per specification and directions of Engineer-in- Charge
Providing and fixing White Vitreous China Wash basin size 550x400 mm with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require as per specification and directions of Engineer-in- Charge
Providing and fixing 40 mm dia P.V.C. Semi rigid waste pipe for sink or wash basin including P.V.C. waste fittings complete as per specification and directions of Engineer-in- Charge
Providing and laying antiskid /rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm by laying tiles with spacers for creating uniform 5mm gaps in joints including grouting the joints (Payment for grouting of joints to be made separately vide item no. 37)., complete. as per specification and direction of E-I-C.
Grouting the joints of flooring tiles having joints of 5 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) and approved make , including filling / grouting and finishing complete as per direction of Engineer-in-charge.
Providing & Fixing 1st quality ceramic glazed tiles in dados/wall cladding conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades of any size (or of size 300mm x 450mm) as approved by Engineer-in-Charge over laid over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per specification and direction of E-I-C.
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame as per specification and directions of Engineer-in- Charge
Providing and fixing to existing door frames 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge
General terms and Conditions: 1. Contractor shall inspect the site to acquaint with the site as well as security conditions at AMD, Bengaluru. (2). The rates quoted shall include cost of all tools and tackles, manpower including wages, liveries, all wastages and taxes GST, Labour cess, IT, etc., as applicable but exclusive of EPF and ESI are exclusive. EPF and ESI are reimbursable as per relevant clause. (3). Removing household furniture/articles, covering the furniture/articles with taurpalins/PVC covers, in each room before starting the work,and rearranging/ uncovering household furniture/articles immediatly after completion of painting has to be done by the contractor at his cost. No extra payment shall be paid for this purpose. (4). Any accident involving labour, construction machinery and person(s) passing vehicle occupants etc. at the work site due to actions of the contractor/his menand/or women will be the responsibility of the contractor. (5).The contractor shall provide all necessary personal protective safety equipments such as safety belt, helmet, safety shoe to all workers engaged on the work and comply with safety code given in the tender. (6). All the flats of apartments are occupied by officers of AMD. Therefore, contractor has to execute the work as per the convenient timings of occupants and with least/no disturbance to the residents. ( 7). All the dismantled/ demolished materials shall be dumped at one place as decided by the department within the lead of 150.0mtr. and all the dismantled/ construction materials & tools shall be carried through staircase only. In any case lift shall not be permitted to be used by the contractor’s people during the execution of work. 8. All the samples of materials which are to incorporated in the work shall be got approved by the Engineer -In- charge well in advance. All mandatory tests for materials shall be carried out/done by the contractor at his cost only. Department will not pay/ reimburse any laboratory testing charges. 9. It is the responsibility of the contractor to handover the dismantled items to Dept. At site. Contractor shall be held responsible for any shortage/ missing of dismantled items untill handing over the same to dept.stroes.
10. The contractor is required to pay his employees / labour as per the prevailing minimum wages approved by State/ Central Govt. The Officer In –Charge or his representative will witness the payment of contractor’s labour and is required to certify that the contractor does not pay less than the minimum wages approved. Payment to the contractor will be released only on such certification from Officer In –Charge. The contractor shall maintain 1. Register of Workmen employed 2. Muster roll 3. Register of wages etc. 11. Contractor shall quote rates for all items after considering cost of materials and labour components and all such conditions leads, lifts, safety precautions, security restrictions that are necessary for satisfactory completion of work as per instructions and site conditions. Security regulations shall be followed
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