Tirumala Tirupati Devasthanams Tender

Cement Concrete (1:3:6) using 20 mm ( 0.54 Cum) and 12 mm (0.36Cum) 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.

Supply of labour to atten miscellaneous works such as repacking of disturbed stone pitching areas  in Ghat road slopes.

Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2"x 2" (50 mm x 50 mm) - 8 Gauge

Supplying and fixing in position M.S Ornamental grills for windows, ventilators and compound wall design grills or for veranda openings using M.S. Flats, square rods, MS Pipes, 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 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.

Construction of Brick Masonry 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.

Plastering in Cement mortar 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 for the following proportions.

- do- in C.M( 1:5) 12mm thick

- do- in C.M( 1:5) 20 mm thick

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.

Filling of foundations and basement with Quarry dust 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.

Supply of machinery in desilting works guide lines for engaging Excavator- Loader (JCB) (Capacity / out put of machine 0.24/1 Cum) 1. The owner should transport the JCB to the work spot at his own costs 2. The Excavator- Loader (JCB) should be able to excavate a minimum of 40 cubic meter of Earth per hour. 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. 4. The rate of per hour is inclusive of all the costs like POL, Transportation of Machine, Driver Batta and other incident charges. 5. The payment of the Excavator- Loader (JCB) should be paid hourly basis subject to the condition 2&3 cited above. 6. The Excavator- Loader (JCB) should have the Tacho metre and it should function properly.

Hire charges for Centering and scaffolding charges for RCC members including all materials and labor charges for forming and dismantling. VCC vertical walls of plane surface including open drains of 600mm size and above., all materials and labour charges for forming and dismantling etc., complete as directed during execution.NOTE : The centering charges is for both faces of the wll. The measurement of centering charges shall be in Sqm for one face only and centering charges are for TWO faces of centering.

Providing and fixing precast concrete blocks (interlocking pavers) using not less than 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 equipment's 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.

( Rupees Thirty nine lakhs sixty seven thousand five hundred and seventy three and paise ninety one only)