Providing Shoe racks

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

Earthwork excavation for foundations in ordinary Soil - Mechanical Means means up to 3 m depth 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.

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 charges for machinery for transporting of earth/ sand/ gravel etc. with a lead of 5 Kms from the work site including loading at site of work, transportation and unloading at the place specified by the department 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.

Supplying and fixing in position MS Tubes & Pipes of all diametres as per IS-1161 of approved design, including labour charges for fabricating all steel works, including cost of welding rods, power changes etc., cost and conveyance of all materials and fixing, necessary cuttings, bending, welding, grinding and finishing smooth, including painting two (2) coats with synthetic enamel paint grade-I, over a primary coat (Red oxide metal primer) {total three (3) 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 labour charges for fixing in position, cost and conveyance of all materials, incidental charges etc., complete.

Cement Concrete (1:2.5:5) Grade M15 using 20 mm (0.54 cu.m) and 12 mm (0.36 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 cms thick well compacted including curing, machine mixing, cost and conveyance of all materials etc., complete.

Providing, laying, spreading and compacting graded stone aggregate (IRC size HBG crushed stone aggregate confirming to Table 400-12 & Table 400-13) to Wet mix Macadam specification including premixing the material with water at OMC in Mechanical mixer, carriage of mixed material by Tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with Vibratory roller 8-10 Tonnes weight to achieve desired density including lighting, barricading and maintenance of diversion etc., as per Technical specification vide clause No.406 of MORTH (5th Revision) etc., complete in all respects and as directed by Engineer-in-charge during execution - for thickness of more than 100 mm using vibratory roller.

Note: - 1. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm. 2. The thickness of single compacted Wet Mix Mecadam layer shall not be less than 75 mm. 3. The thickness of single compacted Wet Mix Mecadam layer shall not be more than 200 mm.

Machine mixed and vibrated design mix concrete M30 for pavement works for durability consideration with necessary reinforcement using 0.425 Cu.m of 19 mm to 22 mm HBG crushed metal 0.425 Cu.m of 12 mm to 14 mm 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 CC) 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. Note: - If pavement concrete is laid in between the existing kerbs, deduction may be made proportionately for centering charges.

Providing groove cutting in concrete pavements with a width of 5 mm to 10 mm and ¼ to 1/3 depth of slab (+) 5 mm or as stipulated in the drawings, including cost of cutting machine, generator & HOM of machinery, including cost of blade (diamond studed blades), coolant etc., including cleaning of groove & providing sand and hot bitumen fillers and filler metal etc., including cost and conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. The joint sealing compound shall be of hot poured bitumen type in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete”.

Note: - The joint sealing compound shall be of hot poured bitumen type having physical parameters like pour point, flow test, extensibility, penetration, etc., shall be in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete”

Supply and fixing in position MS Flats, MS Structural Steel, i.e. Angles, Channels and I-Sections of all diametres as per IS-1161 of approved design, including labour charges for fabricating all steel works, including cost of welding rods, power changes etc., including necessary cuttings, bending, welding, grinding and finishing smooth, including painting two (2) coats with synthetic enamel paint grade-I, over a primary coat (Red oxide metal primer) {total three (3) 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 labour charges for fixing in position, cost and conveyance of all materials, incidental charges etc., complete.

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 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 Hot dipped Galvanized Iron Chain link mesh 3"X3" (76 mm X 76 mm) 8 gauge (4.0 mm) as per IS: 2721-2003 including cost, 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 290 gm/sqm as per IS:4826-1979 (Reaffirmed 2001) Table.1. The mesh shall be provided with heavily coated galvanizede line wires of 4.50 dia. as given in Table.1 of IS:2721-2003.

Construction of Brick Masonry in CM (1:6) using well burnt Bricks 2nd class or ground moulded (Non- modular or traditional size) (230X110X70 mm) including curing, cost and conveyance of all materials as directed during execution and complying with standard specifications etc., complete.

Plastering in CM (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

Plastering in CM (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., complete