Annual Maintenance and painting of the road from Leelamahal circle to highway connection at Karakambadi village Tirupati for the year 2026 27

Collection and supply of good gravel for works from approved quarry to the site of work including cost and coveyance of all materials etc., complete as directed during execution.

Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead - Brick work.

Demolishing and disposal of unserviceable materials within 100 metres lead - Unreinforced cement concrete up to 15 cm thickness

Demolishing and disposal of unserviceable materials within 100 metres lead - Unreinforced cement concrete more than 15 cm thickness

Cuttung open Cement concrete road surface with concrete saw cutter and removal with breaker.

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 including Ordinary soil-Manual means upto 3m depth.

Conveyance of waste materials such as dismantled materials and surplus excavated earth etc., with a lead of 5 km from work site and as directed during execution etc., complete

Filling of foundations and basement with best river sand in layers of not more than 15 cm 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.

Supply and placing of the M20 Design Mix using of 10 mm HBG crushed metal 0.480 cu.m, 6 mm HBG Crushed metal 0.320 cu.m, sand 0.400 cu.m and cement 350 kg with water cement ratio of 0.53 (185.50 ltrs/cu.m of CC) etc., from any source conforming to the relevant ISI standard including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing including centering charges, shuttering charges etc., complete with minimum cement content as per IS code from standard suppliers approved by the department but excluding cost of steel and its fabrication charges, for finished item of work

RCC M20 Design mix precast slabs 80 mm thick using 20 mm size graded HBG crushed metal

Providing High Yield Strength deformed (HYSD)/ Thermo mechancially treated (TMT) steel bars of below 36 mm Fe-500/ Fe-500D (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

Machine mixed and vibrated design mix concrete M30 for pavement works for durability consideration with necessary reinforcement using 0.425 cu.m of 19mm to 22mm HBG crushed metal 0.425 cu.m of 12mm to 14mm IRC HBG crushed metal, 0.406 cu.m of sand of any approved quarry and cement 415 Kgs with water cement ratio of 0.38 (158 lit/cu.m of C.C) well compacted including centering with steel or wooden frames, preferably steel frames in straight position casting, curing cost and conveyance of all materials including centering charges, form work etc., complete but excluding cost of steel and binding wire, fabrication charges etc., complete as directed during execution and neat finishing of top surface and also providing expansion joints, construction joints wherever found necessary excluding cost of asphalt pad etc., complete.

Cement Concrete (1:2.5:5) Grade M 15 for kerb sotnes 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 centering charges required for casting etc., curing, ,machine mixing, cost and conveyance of all materials etc., complete.

Flooring with Plain cement concrete general purpose floor tiles of 25 mm thick conforming to IS:1237 using aggregates, cement, pigments of size 300 X 300 x 25 mm of any shades. confirming to IS 1380-12013/IS 1237-2012 of following sizes set over base coat of cement mortar (1:6) 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sq.m & jointed with neat cement to full depth mixed with pigment of matching shade including cost & conveyance of all materials, etc., complete for finished item of work.

Providing and applying tack coat with bitumen emulsion (Rapid setting) at the rate of 0.20 kg per sq.m using emulsion pressure distributor, on the prepared bituminous / granular surface cleaned with mechanical broom and Air compressor 250 cfm etc., as per Technical specification No.503 MORTH directed by Engineer-in-charge during execution.

Providing and laying Dense graded bituminous macadam of specified compacted thickness using VG30 grade bitumen with Hot mix plant 100-120 TPH capacity using IRC size HBG crushed stone aggregates of specified grading, premixed with bituminous binder and filler (Quarry Rubbish) conforming to Table 500-9 & 500-10, transporting the hot mix to work site laying with a Mechanical paver finisher, to the required grade level and alignment rolling with smooth wheeled 8-10 tonne, vibratory 8-10 tonne and tandem 6-8 tonne rollers to achieve the desired compaction as per specification vide clause No.505 of MORTH (5th Revision) etc., complete in all respects and as directed by Engineer-in-charge during execution.

1. The individual density for each size of aggregates to be used for construction i.e.,37.5-25 mm, 25-10 mm etc., should be found in the laboratory and accordingly the quantities should be amended for use in field. The average density of 1.5 tonne/cu.m is only a reference density in this Data Book.

2. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e., excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.

-do- with Grading-II 26.5mm(Nominal Size) Layer thickness - 50 to 75mm with bitumen binder at 4.5% minumum by weight of total mix

Providing and laying Bituminous concrete of specified thickness by Hot mix plant 100-120 TPH capacity using bitumen of grade VG30, IRC size HBG crushed stone aggregates of specified grading, premixed with bituminous binder and filler (Qurry Rubbish) conforming to Table 500-17 & Table 500-9, transporting the hot mix to work site, laying with a mechanical paver finisher to the required grade, level and alignment rolling with smooth wheeled 8-10 tonne, vibratory 8-10 tonne and tandem 6-8 tonne rollers to achieve the desired compaction as per Specification vide Clause No.507 of MORTH (5th Revision) etc., complete in all respects and as directed by the Engineer-in-charge during execution.

1. The individual density for each size of aggregates to be used for construction I.e.,37.5-25 mm, 25-10 mm etc., should be found in the laboratory and accordingly the quantities should be amended for use in field. The average density of 1.5 tonne/cu.m is only a reference density in this Data Book.

2. The individual percentage of aggregates should be calculated from the total weight of dry aggregates I.e., excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.

- do - Grading - II 13.2mm (Nominal Size) Layer thickness - 30 to 40mm with bitumen binder @ 5.4% minimum by weight of total mix

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.

Supply of hot pressed compression moulded SMC sign plates for making road signs as per the approved dimensions of National Highway Authority Of India, complete, for finished item of work.

Circular sign plate Dia 600mm.

Triangular sign plate 600mm.

Square sign plate 600mm.

Repair to pot holes by removal of spoiled/damaged material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and bottom as per technical specifications clauses 502 and 503 MORTH

Labour charges for fabricating steel works like window grills, compound wall grills, iron doors, windows, including cost of welding rods, power charges, excluding cost of fixing in position.

Labour charges for wrought and put-up for wood scantlings.

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.

Randum Rubble masonry CM (1:6) using granite stones from any source conforming to the relevent ISI standards including cost and conveyance of all materials, curing, packing, neat finishing etc., complete as per specifications. ( excluding cost of bond stones)

Coursed Rubble masonry 2nd sort in CM (1:6) using hard broken stones from any source conforming to the relevant ISI standards including cost and conveyance of all materials, curing, packing, neat finishing etc., complete as per specifications (excluding cost of bond stones )

Plastering in Cement mortar (1:3) 20 mm thick using best river sand including cost and conveyance of all materials, screening, curing, rounding of corners, incidental charges as directed during execution complying with standard specifications etc., complete

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

Plastering in Cement mortar (1:3) 12 mm thick using best river sand 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 for new wall with Acrylic Emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 50 grams/ liter of approved brand and shade, after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site, cost of brushes to have smooth finish, and all operational, incidental, labour charges etc., complete for finished item of work as per SS 911 for external walls.

Painting single coat for old wall with Acrylic Emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 50 grams/ liter of approved brand and shade, after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site, cost of brushes to have smooth finish, and all operational, incidental, labour charges etc., complete for finished item of work as per SS 911 for external walls.

Painting with Ready mixed Synthetic Enamel paint in all shades -Grade-I having VOC (Volatile Organic Compound) content less than 50 grams/liter, approved colour and make including brushes to have an even shade including cost and conveyance of all materials as directed during execution complying with standard specifications etc., complete.

Two coats for old plastered surface

Single coat for old plastered surface

Painting piming coat with Ready mixed Cement Primer exterior grade-2 (Water thinnable) for new plastered surface including cost and conveyance of all materials including brushes to have smooth finish 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.

Supply of M.S. Tubes & pipes of all diametres as per IS-1161 as and when required by the dept., as directed during execution.

Supply of hire chargfes for engagfing welding set including loading, unloading, all incidental charges etc complete as directed during execution.

Supply of the following labour as and when required by the dept., as directed during execution.

Man/ Women mazdoors

Welder - Semi skilled work man ( Second class )

Welder 2nd class

Supply of work inspector with LCE/LME/LEE qualification.

Supply of sand for filling

Supply of sand for mortor

Supply of 60/70 Bitumen (Bulk) VG 30 including all charges etc. complete.

Providing and laying of Hot applied Thermoplastic Compound 2.5 mm thick inlcuding with Reflectorising Glass Beads @ 250 grams per Sqm area, thickness of 2.5 mm is exclusive of surface applied Glass Beads as per IRC:35, including cost and conveyance of materials, labour charges, hire charges of machinery for finished item of work. The material should be of BERGER make (as per MORTH 803). The finished surface to be level,uniform and free from steaks and holes as per specification 803 MORTH. 1.A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding.Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. - 2. Cost of painter is already included in hire charges of road marking machine.on bituminous surface

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 PLANT and MACHINARY for Tractor with pulling