PROVISION OF RCC RADAR TOWER AT ND MINICOY UNDER GE (NAVY) LAKSHADWEEP

Amount

Carrying out soil investigation as per the following:-

Mobilization

Mobilization and de-mobilization charges for men and machinery at site complete all as specified and directed.

Shifting of machinery from one point to another complete all as specified and directed.

Field Work:

Boring through soil- drilling of bore holes of 150 mm dia by shell and auger with MS casing as per IS 1892-1979 (2002). Conducting standard penetration test and collection of samples up to a depth of 65m conducting tests on disturbed and undisturbed soil samples at an interval of 1.00 mtr or change of strata as per relevant IS code collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density etc. as per relevant IS code complete all as specified and directed.

Laboratory Tests.

Conducting tests on disturbed and undisturbed samples collected to find out the shear parameters, grain size analysis, index properties, natural moisture content, bulk density, consolidation test and chemical tests etc as per relevant IS code (IS 2720 (Part I) -1983) and detailed result showing relevant calculation, inferences, indices and parameters shall be given in the soil report complete all as specified and directed.

(A) Disturbed soil: Sieve analysis and grain size distribution and hydrometer test, atterberg limit, Natural moisture content, particle size analysis test, Bulk density (dry density) test.

(B) Un-disturbed soil: (a) Natural moisture content (b) Bulk density (c) Specific gravity (d) Free swell index and swelling properties of soil (e) Organic matter in soil if any (f) Consolidation test (Compressed index value) (g) Triaxial compression test and determination of shear parameter (c & ϕ test) as per relevant IS (h) Harmful salt (Complete investigation as already ref) (j) Ground water table (Maximum and minimun levels of ground water in the area with source of information & Ground water table during the investigation.

Plate load Test for finding K Value:

Mobilization and conducting the test. Setting up of loading platform, plate hydraulic jack and settlement measurement devices as per IS: 1888 and loading up to the required load using aggregate to conduct the test. For conducting plate load test to determine the bearing capacity and load/settlement characteristics of soil at shallow depth by loading a plate and levelled steel plate kept at the desired depth and measuring the settlement under different loads until a desired settlement takes place or failure occurs conform to IS : 1888 complete all as specified and directed.

Report and Recommendations:

Submitting six copies of complete report consisting of each and every detail of location, borehole profiles and cross sections, description of soil strata, laboratory and field test results, calculation details, comments and recommendations for multi storied and single storied building on use and type of foundation including dia of pile, length of pile and safe load carrying capacity as per IS and any at user recommendation, for single storied building, size of raft foundation, depth of foundation etc as applicable incl third party vetting from IIT/NIT/Govt.College of Engg/University Institute of Technology complete all as specified and directed.

Review of structural design based on the actual SBC obtained after soil investigation and submitting six copies of Structural Design and Drawings vetted by any IIT/NIT/Govt. College of Engg/University Institute of Technology complete all as specified and directed. Note:- The quantity given in below items herein after are approximate and final quantity shall be finalized only after review of structural design and submission of revised structural drawings by the contractor and as actually required at site complete all as directed by the Engineer-in-Charge.

Excavating over areas in soft/loose soil n exc 1.5 m deep and getting out complete all as specified and as directed by the Engineer-in-Charge.

Excavating over areas of soft/disintegrated rock exc 1.5 m but n exc 3.00m deep and getting out complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated material (soil/soft disintegrated rock) exc. 250m but n exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Cement concrete 1:4:8 (type D2) using 40mm graded broken stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced Cement Concrete (Design Mix) M35 using 20mm graded broken stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Columns, pillars, piers, posts and struts for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height upto 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chhajjas for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chhajjas for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for Reinforced cement concrete (design mix) M35 using 20mm graded broken stone aggregate as in Chhajjas for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides of pillars, posts, struts, piers, columns and stanchions for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height upto 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for height up to 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to chullah hoods, chajjas, troughs and similar items including edges for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to chullah hoods, chajjas, troughs and similar items including edges for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

Use and waste Form work for fair finished surface to chullah hoods, chajjas, troughs and similar items including edges for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height upto 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height upto 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height upto 7.50m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 7.50m to 15.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 15.00m to 18.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

S&F CRS (TMT) bars 5 mm and over upto and including 10mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for height from 27.00m to 30.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Pre-cast cement concrete 1:3:6 (type C1) using 20mm graded broken stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete for height from 15.00m to 18.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Pre-cast cement concrete1:3:6 (type C1) using 20mm graded broken stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete for height from 18.00m to 21.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Pre-cast cement concrete 1:3:6 (type C1) using 20mm graded broken stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete for height from 21.00m to 24.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Pre-cast cement concrete 1:3:6 (type C1) using 20mm graded broken stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete for height from 24.00m to 27.00m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Pre-cast cement concrete 1:3:6 (type C1) using 20mm graded broken stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete for height from 27.00m to 30.00m above GLcomplete all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height up to 7.5m above GL complete all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 7.50 to 15.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 15.00 to 18.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (without using extra cement) complete for height from 18.00 to 21.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on ceiling on fair faces of concrete surfaces in cement mortar 1:4 even and smooth (without using extra cement) complete for height from 15.00 to 18.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 18.00 to 21.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 5mm thick on ceiling on fair faces of concrete surfaces in cement mortar 1:4 even and smooth (without using extra cement) complete for height from 18.00 to 21.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (without using extra cement) complete for height from 21.00 to 24.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 21.00 to 24.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (without using extra cement) complete for height from 24.00 to 27.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 24.00 to 27.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 5mm thick on ceiling on fair faces of concrete surfaces in cement mortar 1:4 even and smooth (without using extra cement) complete for height from 24.00 to 27.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (without using extra cement) complete for height from 27.00 to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 with WPC complete for height from 27.00 to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Rendering 10mm thick on ceiling on fair faces of concrete surfaces in cement mortar 1:4 even and smooth (without using extra cement) complete for height from 27.00 to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Material & Labour for providing and fixing stainless steel (316 L Marine Grade) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash though fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement for height upto 15.00m above GL

Material & Labour for providing and fixing stainless steel (316 L Marine Grade) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement for height from 15.00m to 30.00m above GL

M&L for Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over 15mm thick screed bed in cement mortar 1:6 compete for height upto 15.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for Machine cut kota stone in riser of steps, skirting, dado and pillar, 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over rendering 10mm thick in cement mortar 1:4 complete for height upto 15.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over 15mm thick screed bed in cement mortar 1:6 compete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for Machine cut kota stone in riser of steps, skirting, dado and pillar, 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over rendering 10mm thick in cement mortar 1:4 complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

S & F Vitrified ceramic coloured tiles 10mm thick (square/rectangular) area of each tile not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or bedding in layer in cement mortar 1 :6 , set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces of tiles for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

S & F Vitrified ceramic coloured tiles 10mm thick (square/rectangular) area of each tile not exceeding 0.36 sqm, in skirting or dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick rendering in cement mortar 1 :4 , set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces of tiles for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M & L for preperation of new surfaces and Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete for height up to 15.00m above GL all as specified and directed.

M & L applying two coat of oil bound distemper over a coat of primer to newly plastered surface including preparation of new plastered surfaces over 3mm thick wall care putty to wall all for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M & L applying three coats of white wash to newly plastered surface of ceiling including preparation for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M & L for preperation of new surfaces and Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

S&F powder coated Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

S&F powder coated Anodised aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, star lock handle etc. complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply only Sheet glass 5.5mm thick ordinary quality, in squares n exc 0.5 sq. m each pane with Solar control film 25 micron reflective type (gareware sun control or equivalent) for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix 35 mm thick factory made shutters of 2nd class HW rail & style, plain,framed, panelled shutters (two panels), with lock rail and panel of 9mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS 1003 (part-I), chemically pressure treated, fixed to chowkat for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix 100 mm Butt hinges, medium weight, cold rolled mild steel and fixed for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix 200 mm Aluminium anodised, barrel tower bolts of extruded section and fixed for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix 150 mm extruded aluminium alloy handles, fabricated type, anodised and fixed for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix 300 mm aluminium alloy sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply and fix aluminium door stopper of size 60 to 75 mm long double legged fixed to bottom rail of door shutter provided with rubber bushing at one end to stop the door at floor and other end provided with aluminium plate base fixed with door shutter with screws at appropriate height complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Preparing new wood and wood based surfaces and applying two coats of Synthetic enamel paint over a coat of pink primer over 10 cm width/girth complete for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

Supply only liquid water proofing compound complete for height upto 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M&L for for Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:4 with WPC for height from 15.00m to 30.00m above GL all as specified and as directed by the Engineer-in-Charge.

M & L for cleaning the plastered /concrete surface with wire brush and applying water proofing treatment as under:- (a) Apply one coat of water based bituminious primer @ 0.20 Kg per Sqm. (b) Laying APP polimerised modified membrane weighing not less than 3.5Kg / sqm by torch application method. (thickness of membrane shall not be less than 3 mm). (c) The overlap for APP membrane shall be 75 mm on longitudinal direction and100 mm on transverse direction. (d) Finally applying a coat of solar reflective bituminious aluminium paint @0.15 Kg/Sqm over the membrane.

M&L for Point wiring with 1.5 Sqmm FRLS insulated, unsheathed, multistranded, 1100 Volts grade copper conductor cable single core conforming to IS:694 along with one run of 1.5 Sqmm FRLS insulated copper conductor cable green in colour for continuous earthing drawn through and including medium grade rigid PVC conduit conforming to IS:9537 (Pt-III) and its all accessories/junction boxes/ inspection covers etc of suitable size but not less than 20mm concealed in wall/ floor etc including provision of pressed steel terminal box of thickness not less than 18 SWG, with earth dolly of suitable size concealed in wall and covered with 3 mm thick phenolic laminated hylam sheet fixed with brass /GI screws for mounting switches, sockets, fan regulator, etc. for one light point controlled by one switch complete all as specified and directed by Engr-in-Charge.

All as per srl item No 136 here-in-before but for one exhaust fan point controlled by one switch complete all as specified and directed by Engr-in-Charge.

All as per srl item No 136 here-in-before but for one 6 Amps socket outlet point on same board alongwith other switch complete all as specified and directed by Engr-in-Charge.

M&L for Point wiring with 2.5 Sqmm FRLS insulated, unsheathed, multistranded, 1100 Volts grade copper conductor cable single core conforming to IS:694 along with one run of 2.5 Sqmm FRLS insulated copper conductor cable green in colour for continuous earthing drawn through and including medium grade rigid PVC conduit conforming to IS:9537 (Pt-III) and its all accessories/junction boxes/ inspection covers etc of suitable size but not less than 20mm concealed in wall/ floor etc including provision of pressed steel terminal box of thickness not less than 18 SWG, with earth dolly of suitable size concealed in wall and covered with 3 mm thick phenolic laminated hylam sheet fixed with brass /GI screws for mounting switches, sockets, fan regulator, etc. for one 15A Socket point controlled by one switch on Independent board complete all as specified and directed by Engr-in-Charge.

M&L for sub main wiring with 2 runs of 4 sqmm PVC insulated unsheathed 1100 volt grade multistranded copper conductor including PVC conduit and provision of one run 4 sqmm PVC insulated unsheathed single core copper conductor as earth continuity , connected to earth dolly inclusive of all accessories complete all as specified and directed by Engr-in-Charge. Note : 3 runs of 4 sqmm copper conductor and one run of PVC conduit shall be measured as one unit length. Notes for Item Nos 136 to 140 above: (i) Quoted rates shall deemed to include the cost of cutting chases on wall/floor for concealed conduit wiring and making good the disturbed surface with cement plaster, putty aind paint complete to the satisfaction of Engineer-in-Charge. (ii) No cutting shall be done on ceiling for laying PVC Conduit or ceiling fan point wiring.

Supply and fix switch piano, flush type, single pole, one way, 6 Amps, 240 Volts complete all as specified and as directed by the Engr-in-Charge

Supply and fix switch socket outlet multipurpose, 2 in 1, 3 pin, 6 Amps universal type, 240 Volts, complete all as specified and as directed by the Engr-in-Charge

Supply and fix switch socket combination outlet multipurpose 2 in 1, 5 pin, 6 Amps and 2 pin 16 Amps universal type, 240 Volts, complete all as specified and as directed by the Engr-in-Charge

Supply and fix switch piano, flush type, single pole, one way, 16 Amps, 240 Volts, complete all as specified and as directed by the Engr-in-Charge

S&F Ceiling rose, three terminals, bakelite body, 240 volts, complete all as specified and as directed by the Engr-in-Charge.

Supply and fixing LED lights fitting 1x 16W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge.

Supply and Fixing of Flameproof cum Waterproof LED Bulk Head light fitting of 40 W, IP66 protection of Cast Aluminum alloy material and Heat and Impact resistance toughen 'A' clear glass having Anti corrosive epoxy powder coated finish complete with all accessories pre wired and including connecting up with three core flexible copper conductor cable with suitable size complete all as specified and as directed by the Engr-in-Charge.

Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. minimum air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and as directed by the Engr-in-Charge

Supply and fix modular MCB protected plug and socket board in sheet steel enclosure with 20A rated mini MCB and 20A rated 3 pin plug, 240 V, 50 Hz complete including cutting the wall surfaces for flush mounting of socket board and making good with cement plaster, putty and paint to match with the existing surface all as specified and directed by Engineer-in-Charge.

Supply and fix MCB distribution board, TPN, 6 way 415 Volt in sheet steel powder painted enclosure double door type with IP 43degree of protection with built in copper bus bar, neutral link and earth link complete including cutting the wall surfaces for flush mounting of DB and making good with cement plaster, putty and paint to match with the existing surface all as specified and directed by Engineer-in-Charge. Note: MCBs shall be measured and paid separetely.

S& F MCB TPN 32 Amp, 10 KA, 'C' curve, 230 V, 50 Hz complete all as specified and as directed by the Engr-in-Charge.

All as per srl item no. 151 here-in-before but 6 to 32 Amp, Single Pole 230 Volt complete all as specified and as directed by the Engr-in-Charge.

M&L for Air termination single pointed copper rod, 12mm dia 300mm long complete all as specified and as directed by Engineer-in-Charge.

M&L for copper strip 32x6 mm fixed over procelin insulators of suitable size with fixing screws etc. for fixing the strip on roof and down conductors above ground as Earth continuity conductor fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required complete all as specified and as directed by Engineer-in-Charge.

S&F GI pipe 50mm dia light grade with all fittings laid in trenches for cable protection for road crossing or pole/wall complete all as specified and as directed by Engineer-in-Charge.

M&L for test point terminal block made out of gun metal of phosphorus bronze size 75x75x25mm, copper strip of 32x6 mm, 100mm long, drilled and secured including 4 nos 8mm dia, 25mm long hexagonal head brass screws including box of size 90x90x90mm made of 1.6mm plain steel sheet painted with two coat of synthetic enamel paint overcoat of red oxide primer and secured to wall for protection of test point complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing of Chemical earthing with copper earth plate 90x60cmx5mm buried directly in ground vertically to a depth not less then 2.25 meter below normal ground level with top edge of the plate not less then 1.50 meter below normal ground level connected to copper strip 32x 6mm by means of bolts ,nuts ,check nuts and washers complete up to and including test point made out of 40 x 6mm aluminium flat including earthing pit , charcoal -250kg,common salt-250 -kg and Magnesium sulphate -100 kg ,earth strip 32x 6mm up to 7.5m, 20mm dia medium grade GI watering pipe ,G.I. protection pipe 40 mm dia up to 7.5m long,,PPC pit in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate ,PCC pit cover including earth work complete all as shown in electrical plate No-5 of SSR-2009 (part-I) complete all as specified and as directed by Engineer-in-Charge.

Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sqmm, 4.0 core complete all as per specification and upto the satisfaction of Engr-In-Charge complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Double wall corrugated HDPE pipe, ISI marked of outer dia 50mm, inner dia 38mm with smooth internal and profiled external surface, non-pressure type, laid in trenches/floors/duct or fixed on walls /pole including all connections, accessories like socket, couplers, bends etc for protection of LT cable XLPE grade 1100 Volts complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in Soft/loose soil for laying of cables complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and as directed by Engineer-in-Charge.

Removing surplus excavated material to a distance not exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Supply and lay in replacement of 40 mm dia bore tubes, 'medium grade' galvanized, with all fitting and fixed complete to walls/ poles or laid in trenches/ floors for cable protection complete all as specified and as directed by Engineer-in-Charge.

S &F danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for LT, 20x15cm size complete all as specified and as directed by Engineer-in-Charge.

S&F LED Aviation Obstructing Lighting comprising of aluminium housing with polycarbonate enclosure 302 LED including of all fittings and fixtures such as mast for mounting fittings, cable junction box, cable from equipment room complete all as specified and directed by Engr-in-Charge.

M&L for panel earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of GI and GI tubing 40 mm bore light grade for earth lead protection up to main earth test point and including concrete pit in PCC 1:3:6, type C1, pre cast RCC 1:2:4 type B1 cover slab 54 x 54 x 5 cm with one handle for lifting made out of 8 mm dia MS bar, wire mesh, 20 mm bore GI tubing for watering, charcoal or coal and salt in alternate layers including excavation earth work complete all as specified and directed electrical plate No. 3 of SSR part - I including testing on completion complete all as specified and directed by the Engineer in Charge.

M&L for panel earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised iron strip 32×6mm as earthing lead by means of bolts, nuts, check nuts and washers of GI and GI tubing 40 mm bore light grade for earth lead protection up to main earth test point and including concrete pit in PCC 1:3:6, type C1, pre cast RCC 1:2:4 type B1 cover slab 54 x 54 x 5 cm with one handle for lifting made out of 8 mm dia MS bar, wire mesh, 20 mm bore GI tubing for watering, charcoal or coal and salt in alternate layers including excavation earth work complete all as specified and directed electrical plate No. 3 of SSR part - I including testing on completion complete all as specified and directed by the Engineer in Charge.

M & L for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4mm dia galvanised iron or steel wire complete all as specified and directed by Engr-in-Charge.

M&L for installation plastic adaptable trunking cable trunks covers (colours of the ducting matching with as per existing wall surface ) fabricated by made up of heavy duty PVC non corrosive acrylic sheets 3mm thick, box type machine /heat bend (dust and water proof) each of size 1.0 m ( long ) 0.30 m (wide) and 0.05 m (height) planks trunking with two equal compartments on support frame which can be clipped on flat RCC surface comprising of the following acessories such as end cap, changeable internal angle, changeable external angle, changeable flat angles, raised junction cover and body joints, flat junction and seperation partitions fixed on suitable size of clamps made up of PVC with appropriate size of screw and nut bolts for securing the cables for easy opening and closing the cable tunks covers on the RCC antenna structure and equipment room complete all as specified and directed by Engr-in-Charge.

JAIN BUILDER (BID ID -3455544)

Abhiraj Enterprises (BID ID -3460214)