Tirumala Tirupati Devasthanams Tender

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Dismantling, clearing away and carefully stacking materials useful for re-use, through scraping of old plastered surface

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Dismantling, clearing away and carefully stacking materials useful for re-use, flat stones in roof or floors inlcluding lifting

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Dismantling, clearing away and carefully stacking materials useful for re-use, stone masonary in cement mortor.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental ,labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work in Ordinary soil-Manual means up to 3m depth. Note: Cost of dewatering may be added, where required, up to 5% of labour cost. Assessment for dewatering shall be made as per site condition.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Filling of foundations and basement with best river sand in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Filling of foundations and basement with good gravel in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Cement Concrete (1:2.5:5) - Grade M15 using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc., complete. Note: Measurement boxes shall be used for measuring the quantities of cement, aggregate and water required for the given concrete mix.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Cement Concrete (1:3:6) using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc., complete. Note: Measurement boxes shall be used for measuring the quantities of cement, aggregate and water required for the given concrete mix.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Hire charges for centering charges for VCC Vertical walls of plain surface (rate is for both sides centring) incluidng open drains. Note: The centering charges for both the faces of the respective numbers. The mesurement of centering charges shall be in "Sqm" for one face only and the centering charges given are for two faces of centering.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Hire charges for centering and scaffolding for Bed blocks and bands.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Providing Flush Pointing with C.M(1:4) to Brick work or Coursed Rubble Masonry including cost and conveyance of all materials etc., complete as directed during execution.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Cement Concrete (1:4:8) using 40 mm ( 0.54 cu.m), 20mm (0.27 cu.m) and 12 mm (0.09 cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) below 36mm steel bars of Fe500 grade / Fe-500D (as per IS 1786 - 2008) for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars including all wastages such as over laps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (In the absence of 18G binding wire,2 nos of 20G binding wire in tandem are to be strictly adhered). Note: Unless otherwise fabrication and placement of steel, no pre-pament shall be made against the supply of steel reinforcement

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Random Rubble masonry in Cement mortar (1:6) using hard broken stones from local quarry (Excluding cost of bond stones 2mts. apart in each course) including cost and conveyance of all materials, curing, packing, neat finishing etc., complete as per specifications.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Construction of Brick Masonry in CM (1:6) using well burnt Bricks 2nd class or ground moulded (Non- modular or traditional size) (230 x 110 x 70 mm) including curing, cost and conveyance of all materials as directed during execution and complying with standard specifications etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Plastering in Cement mortar in CM (1:3) 12 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Plastering in Cement mortar (1:5) 12 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Plastering in Cement mortar (1:5) 20 mm thick using best river sand from approved quarry including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complet.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Construction of granular sub base (By Mix in Place Method at quarry) by providing Close graded material (Table 400-1) including conveyance, spreading in uniform layers with motor grader 110 HP, on prepared surface, mixing materials with Tractor-rotavator at OMC including cost of watering and compacting with vibratory roller 8-10 tonnes capacity to achieve desired density etc., complete as per Technical specification vide clause No.401 of MORD/MORTH (4th Revision) and as directed by the Engineer-in-charge.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;-do- for grading-III material [(CBR value = 20 (minimum)]

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Supplying and fixing in position M.S Ornamental grills for windows and ventilators or for veranda openings using M.S. Flats, square rods, angles sheets etc., of approved design including necessary cuttings, bending fabrication, welding, grinding and finishing smooth including painting the grills with Two coats with Synthetic enamel paint Gr-I over a Primary coat (Red oxide metal primer) (total three coats) of approved make and colour including cost of making the holes into RCC or masonry works and making good the same wherever necessary, including cost and conveyance of all materials, incidental charges etc., complete.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Supply of machinery in desilting works guide lines for engaging Excavator- Loader (JCB) (Capacity / out put of machine 0.24/1 Cum)

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;1. The owner should transport the JCB to the work spot at his own costs

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;2. The Excavator- Loader (JCB) should be able to excavate a minimum of 40 cubic meter of Earth per hour.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;3. The Excavator- Loader (JCB) should be able to load 20 tractor as per hour with quantum of 2.83 cubic metre of loose factor per each tractor.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;4. The rate of per hour is inclusive of all the costs like POL, Transportation of Machine, Driver Batta and other incident charges.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;5. The payment of the Excavator- Loader (JCB) should be paid hourly basis subject to the condition 2&3 cited above.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;6. The Excavator- Loader (JCB) should have the Tacho metre and it should function properly.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Conveyance of excavated surplus earth / debris to a distance 3 kms from the site of work to the place where specified by the Engineer-in-Charge including loading and unloading etc., complete as directed during execution.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Providing and fixing precast concrete blocks (interlocking pavers) using not lessthan M40 grade paver blocks and thickness not less than 80 mm for medium traffic areas conforming to IS 15658-2006 of all shapes and designs as per the specification, over sand bed of 20 mm to 40 mm (30 mm average) thickness and compacting with vibrating plate compactor having 3 tonne compaction force there by forcing part of sand underneath to come up in between joints. final compaction of paver surface to be done after spreading and brushing the fine sand into joints to its final level. The work includes cost of all materials such as interlocking pavers, sand etc., Labour and equipments such as cutting machine, lift, loading & unloading to work site clearing, bringing required all materials for the successful completion of work as per drawings and Technical Specification Clause 1504 MORD and as directed during execution by the Engineer-in- charge of the work. Note: i. Thickness of interlocking pavers and underlaying sand bed shall be as per the Table 1 of IRC SP:63-2004 based on the traffic and type of road. The data can be worked out accordingly. i.e. 1.Cycle tracks and pedestrain footpaths, 2. Residential streets, 3. Industrial streets, bus and truck parkings areas and 4. Arterial streets, etc. ii. The base and sub-base over which interlocking pavers are to be laid shall also be as per the Table 1 of IRC SP:63-2004 based on the traffic and type of road/ground surfaces.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Labour charges for removing & relaying of existing damaged Cement Concrete interlocking Pavers including fixing of cobble stone interlock pavers over sand bed of 30mm average thickness and compaction with vibrating plate compactor having 3 Tonne compaction force there by forcing part of sand underneath to come up in between joints.Final compaction of paver surface to be done after spreading and brushing the fine sand into joints to its final level. The work excluding cost of cobble stone interlock pavers and including cost of sand etc., Labour and equipments such as cutting machine, vibrating plate, compactor, work site cleaning, bringing to the line & camber and all other incidental charges required for the successful completion of work as directed during execution by the Engineer-In-Charge of the work.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;Supply, laying, fixing and commisioning of various diameter of PVC/ SWR pipe & fittings (As per ISI Standards) 6Kg/cm2 (Type-B), including couplers/ bends/ tees etc., any dia including fixing necessary fittings like bends, plugs, couplers, junctions, tees,etc., with solvent jointing as per standard practice.

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;-do- 75mm dia Single socket pipe

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;-do- 110mm dia Single socket pipe

Development of Car parking from Namala park junction to SNC 364 leading towards APSRTC bus stand at;-do-160 mm dia double socket pipe