Tender For Provn Of Soakage Pit For Or Mess At 849 Fd Wksp, Provn Of Soakage Pit For 326 Fd Regt And Provn Of Steel Wall To Bldg No P-517 Of 7 Compo Pl Asc Raiwala At Mil Stn Raiwala Under Age (I) Raiwala; 1 S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 2 S&F Rolled mild steel work of Fe-290 (Gde E-165) as in framed work, trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. 3 Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer. 4 Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. manholes,pier holes, etc.and getting out in any type of soil complete all as specified and directed. 5 Excavating in trenches, exc 1.5mand n exc 3m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed. 6 M&L for concrete cement 1:3:6 type C-2 to drain pipes including packing under and haunching agaainst the sides of the pipes after they are laid and tested for 150mm internal dia of pipe 7 Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed. 8 Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. 9 M & L for Cement concrete (1:4:8) Type D-2( 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. 10 M&l for brickwork with subclass ‘B’ bricks, straight orcurved on plan to any radius in half brick thick walls builtin CM 1:6 complete all as specified and directed 11 M&L for PCC 1:2:4, type B0 (using 12,5 mm graded stone aggregate) as in coping 12 M&L rendering 15mm thick in CM 1:4 mixed with WPC by weight of cement on concrete/brick wallsurfaces, finished even and smooth without using extra cement. (WPC to be measured and paid for separately) 13 Supply only integral water proofing compound. 14 Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on flat surface complete all as specified 15 M&L for providing RCC B1 (1:2:4), using 20 mm aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed 16 M & L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed. 17 S&F 110 mm dia PVC (SWR) pipes , waste and vent pipe single socketed in any length withrubber ring joints fixed to wallscomplete all as specified and directed. 18 S&F110mm bore PVC (SWR) plain bend any radius complete all as specified & directed. 19 M&L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:4 20 Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. manholes,pier holes, etc.and getting out in any type of soil complete all as specified and directed. 21 Excavating in trenches, exc 1.5mand n exc 3m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed. 22 M&L for concrete cement 1:3:6 type C-2 to drain pipes including packing under and haunching agaainst the sides of the pipes after they are laid and tested for 150mm internal dia of pipe 23 Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed. 24 Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. 25 M & L for Cement concrete (1:4:8) Type D-2( 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. 26 M&l for brickwork with subclass ‘B’ bricks, straight orcurved on plan to any radius in half brick thick walls builtin CM 1:6 complete all as specified and directed 27 M&L for PCC 1:2:4, type B0 (using 12,5 mm graded stone aggregate) as in coping 28 M&L rendering 15mm thick in CM 1:4 mixed with WPC by weight of cement on concrete/brick wallsurfaces, finished even and smooth without using extra cement. (WPC to be measured and paid for separately) 29 Supply only integral water proofing compound. 30 Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on flat surface complete all as specified 31 M&L for providing RCC B1 (1:2:4), using 20 mm aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed 32 M & L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed. 33 S&F 110 mm dia PVC (SWR) pipes , waste and vent pipe single socketed in any length withrubber ring joints fixed to wallscomplete all as specified and directed. 34 S&F110mm bore PVC (SWR) plain bend any radius complete all as specified & directed. 35 M&L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:4
