Annual Maintenance and painting of the Bye pass road from Alipiri to Nandhi circle and Kapilatheertham road 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

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.

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.

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

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 10mm HBG crushed metal 0.480 cum, 6 mm HBG crushed metal 0.320 cum, sand 0.400 cum and cement 350 kgs with water cement ratio of 0.53 (185.5 cum of CC) etc. from any source conforming to the relevent ISI standards including cost and conveyance of all mterials like cement, fine aggregare (sand) coarse aggregate, water etc., to site and including and including all operational, incidental and labour charges such as machine mixing, vibrating, laying concrete, curing etc., complete with minimum cement content as per IS code from standard suppliers approved by the department but excluding cost of centering charges and excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for 50mm thick precast slabs using 10 mm graded aggregate HBG crushed metal from any source conforming to the relevent ISI standards with necessary reinforcement, but including cost of necessary form work etc., complete as directed by the department. -50 mm- thick precast slabs

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

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.

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)

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

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

Man/ Women mazdoors

(b) Carpenter / Stone cutter / Manson - Semi skilled work man ( Second class )

Supply of sand for filling

Supply of sand for motor

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

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. Note : 1. Although the rollers are required only for 3 hrs as per norms of output, but the same have to be available at site for 6 hrs as the Hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these roller there usage rates have been multiplied by a factor of 0.65. 2. Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor.

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

Painting two coats for new external walls 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, over a priming coat with ready mixed cement primer (water thinnable) for exterior Grade-2 for new work (totally three (3) coats), after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including brushes to have smooth finish, cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work as per SS 911 for new external walls.