Construction of Internal Road from ITI Lahowal Main Gate (existing) to ITI Lahowal Workshop (constructed as Centre of Excellence under upgradation of Government Polytechnic Institute and ITI in Assam), Lahowal, Construction of Internal Access Road w

2.8.1 Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundations trenches or drains (not exceeding 1.5 m in width as well or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil as directed, within a lead of 50 m. All kinds of soil.

16.12 Supplying, stacking and spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

5.9 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.

5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.

5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

6.13.2 Half brick masonry with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand)

13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 fine sand)

13.2.2 15 mm cement plaster on the rough side of single or half brick wall of mix Prop. 1:6 (1 cement : 6 fine sand)

13.6 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

4.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheel roller to achieve desired density complete as per Technical Specification Clause 401. (i) For Grading I Material

4.7 WBM Grading-3: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80–100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up interstices, watering and compacting to required density, Grading-3 as per Technical Specification Clause 405.

Providing and laying interlocking concrete block pavement with M40 grade concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage. (a) Including edge block / edge restraints

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5. Private Land Qty. as per Statement-I Rate as per APWD SOR 2020-21

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. Private Land Qty. as per Statement-I Rate as per APWD SOR 2020-21

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Qty. as per Statement-I Rate as per APWD SOR 2020-21

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 smooth wheel roller of 80–100 kN weight to achieve desired density including lighting, barricading and maintenance of diversion, etc., as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Qty. as per Statement-I Rate as per APWD SOR 2020-21

Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement with M40 grade concrete blocks having thickness 80 mm as per Technical Specification Clause 1504, complete including carriage. Including edge blocks / edge restraints. Qty. as per Statement-I Rate as per APWD SOR 2020-21

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