Tirumala Tirupati Devasthanams Tender

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work. Note: Cost of transportation of good quality earth has not been included. Only labour for carrying carted earth with a lead of 50m to the foundation pits has been taken in the rate. The cost of carted earth / sand may be worked out separately if the same is not available from adjoining area.

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.

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.

Cement Concrete (1:4:8) using 40 mm ( 0.54 cum), 20mm (0.27 cum) and 12 mm (0.09 cum) 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.

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, Centring charges, vibration charges, 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.

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, vibration charges, 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.

Centering charges for VCC Vertical walls of plane surface (rate is for both sides centering) including open drains. Note: The Centering charges are for both the faces of the respective numbers. The measurement of centering charges shall be in "Sqm" for one face only and the centering charges given are for two faces of centering

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars below 36mm Fe500/Fe-500D grade (as per IS 1786 - 2008) of different diametres 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. (APSS NO.126) (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

Randum Rubble masonry in C.M (1:6) using granite stones from approved quarry including cost and conveyance of all materials, curing, packing, neat finishing etc., complete as per specification ( excluding cost of bond stones).

Randum Rubble masonry in C.M (1:6) using g 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

Providing rough stone dry packing for revetment using hard broken granite stone of 225 mm size including cost and conveyance of all materials etc., complete

For Plinth Beams

Supply of Hot dipped Galvanised Iron chain link mesh 2"x2"(50x50mm)- 8 gauge (4 mm) as per IS: 2721- 2003 of including the cost and conveyance and all incidental charges, etc., complete as directed during execution .The chain link mesh shall have a zinc coating of type heavy with mass of coating 290gm/sqm as per IS: 4826-1979 (Reaffirmed 2001) table 1. The mesh shall be provided with heavily coated galvanized line wires of 4.50 dia as given in table 1 of IS:2721-2003

Labour charges for fixing various sizes of G.I Chain links and tying in position to the posts / angles or supports with G.I wire including the cost of the G.I wire etc., complete as directed during execution ( excluding cost of G.I chain links angles, posts, bolts and nuts) and fixing with bolts and nuts to the angles.

Supply of Mild steel, structure Steel. i.e., Angles, Channels & I-Sections etc., of diffrent sizes including labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc including cost of fixing in position 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 and conveyance of all materials, incidental charges etc., complete as directed during execution.

Supply of machinery in desilting works guide lines for engaging Excavator- Loader (JCB) (Capacity / out put of machine 0.24/1 Cum)

Supply and dressing for laying of cut stone steps with hard granite stone slabs from Mubagal quarry stones (Karnataka state) including cost and conveyance etc., complete with the following specifications. a) The size of the stone step should not be less than 1.20mx0.38m (4'-0"x1'-3"). b) The thickness (rise) of the stone slabs should not be less than 150mm (6") in all sides. c) The top surface of the stone slab 0.38m (1'-3") wide bottom bearing 75mm (3") wide to the full length of steps front face and two sides of the steps should be chiselled with the three line dressings properly. d) The steps should be laid and jointed in such a way that the riser should be 150mm (6") and tread 300mm (1"-0") over sand bed cement mortar bed excluding cost of sand bed/C.M.bed e) The joints of the steps should not be more than 6mm (1/4") mortar should not come over the stone. The steps should be jointed with cm(1:3).

CUT STONE FLOORING 4" THICK : Supply of hard black granite stone slabs for flooring form approved Mubagal quarry stones (Karnataka state) including cost and converyance etc., complete with the following specifications. a) The size of the stone slabs should not be less than 0.61mm x 0.45 mm [ 2'-0" x 1'-6") b) The thickness of the stone slabs should not be less than 100 mm (4") in all sides. c) The top of the slab should be dressed with Three line dressing properly. d) All the sides of the slabs should be dressed with Three line to a depth of 40 mm (1½") from top surface to suit proper alignment and jointing with side slabs. e) The slabs should be laid horizontally and jointed properly to alignment over sand bed/ cement mortar bed ( excluding cost of sand/cement mortar bed). f) The joint of slab should not be more than 6 mm (¼" thick). g) The slabs should be jointed with C.M(1:3) and the mortar should not come over the slab for the above item the rate is including cost and conveyance of all materials to site of work including necessary labour charges, dressing, laying, jointing but excluding cost of sand for bed mortar , the bed will be paid under relevent item. (Cement mortar of 0.005 Cum/ Sqm should be used for joints).

cost of Stone 1 to 20 cft

Labour charges for dressing and carving of Temple vargams in Hard granite Stone.The rate is including labour charges for Rough dressing with fine Palamana dressing, erection and jointing labour charges for both skilled and unskilled and cost of smithy materials and labour charges for preparation of smithy materials. (wherever necessary the vargams should be polishing as directed by the incharge Sthapathy and approved drawings). But, excluding cost of Black granite stone and jointing materials like cement and sand etc.,complete for the following Stone vargams.

upapeeta Kantam, Padmajagathi and Kapothakapam

Chitrakantasthambhams-with rough dressing

Chitravanam

Padmajagathi

Upapeeta Kantam

Upapeetam - Kapothakam

Ornamental sthambhavargam with vargams i.e., Pothika, veerakantam, Kudam, Kantam, Heeram, Urutham, Kalasham-with Palamana dressing.

Plastering in Cement mortar (1:5) 20 mm thick using best river sand river including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

Painting two coats with Matt finish ready mixed paint of approved make over a primary coat with cement primar and colour including brushes to have an even shade including cost and conveyance of all materials as directed during execution.

Supply and fixing of stainless steel SS-304 grade tubes, sections, plates , sheets and pipes of all sizes and diameters etc., including cost and conveyance of all materials and labour charges for fabrication of stainless steel railing works using SS welding rods including buffing , polishing , lacquer finishing , to present seamless finishing etc., complete as directed during execution

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.

Supplying and fixing in position MS Tubes & Pipes of all diametres as per IS - 1161 of approved design, including labour charges for fabricating and fixing in position including two coats with synthetic enamel paint grade-I, over a primary coat (Red oxide metal primer) (total three coats) of approved make and colour including cost of making the holes in to RCC or masonry works and making good the same wherever necessary, including cost and conveyance of all materials, incidental charges etc., complete cost and conveyance of all material etc., complete as directed during execution.

Labour charges for Laying of precast concrete (interlocking pavers) with the available Pavers over sand bed of 20 mm to 40 mm (30 mm average)l thickness and compacting with vibrating plate compactor having 3 tonne compaction force there bVl forcing part of sand underneath to come up in between joints. final compaction of paver surface to be done after spreadlng and brushing the fine sand into joints to its final level. The work includes cost of 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 durlng executlon by the Englneer-in- charge of the work, ( excluding cost of pavers )

Providing and fixing pre-cast 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.