SPL REPAIR TO SEWAGE LINE AND SEPTIC TANKS AT TRG AREA AT 811 CETC NACHNA UNDE AGE (I) POKARAN

Amount

Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide in manholes,etc. and getting out any type of Soil complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete of any type description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge.

M&L for plain cement concrete 1:4:8 Type D-2 (using 40mm graded stone aggregate) as in foundation, filling in mass concrete for manholes & drains complete all as specified and directed by Engineer-in-Charge.

M&L for plain Cement concrete 1:2:4 Type B-1 (using 20 mm graded stone aggregate) as in benching and surface channel of Manholes complete all as specified and directed by Engineer-in-Charge.

M&L for plain cement concrete 1:3:6 Type C-1 (using 20mm graded stone aggregate) as in coping including form work etc complete all as specified and directed by Engineer-in-Charge.

Demolition of stone masonry built in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge.

Demolition of stone masonry laid dry complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling, Jodhpur type brought up to courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling, Jodhpur type brought up to courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling, Jodhpur type laid dry brought up to courses, well bonded, as in shokage pit complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick in CM 1:4 on stone masonary sufaces including finished even and smooth using extra cement with water proofing compound complete all as specified and directed by Engineer-in-Charge. Note :- WPC will be measured and paid separately under relevant item.

M&L for rendering 15mm thick in CM 1:6 on stone masonary sufaces including finished even and smooth using extra cement complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar as in concrete bed, haunching set in cement mortar of 150 mm Dia complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar as in concrete bed, haunching set in cement mortar of 200 mm Dia complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced concrete NP-2 drain pipes 150 mm Dia pipes confirming to IS laid in trenches and jointed in CM 1:2 complete all as specified and directed by Engineer-in-Charge.

M&L for Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) for 150mm dia pipe complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced concrete NP-2 drain pipes 200 mm Dia pipes confirming to IS laid in trenches and jointed in CM 1:2 complete all as specified and directed by Engineer-in-Charge.

M&L for Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) for 200mm dia pipe complete all as specified and directed by Engineer-in-Charge.

Demolation of Stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer-in-Charge.

M&L for jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted, set, jointed and grouted in lime mortar 1:3 or cement mortar 1:6 complete complete all as specified and as directed by the Engineer-in-Charge

M & L for 5cm sand stone slabs in shelves & similar works, etc. n exc. 2m in length, punched dressed on face and along exposed sedes, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. complete as specified & directed by Engineer-in-charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1smooth finished, and reforming benching as required fot connecting 150mm dia pipe complete all as specified and directed by Engineer-in-Charge.

Dismantling of cast iron RCC, AC or PVC pipe jointed in CM any 100mm dia bore complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm dia out let complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) pipes of 110 mm dia, single socketed fixed to walls complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) pipes of 75 mm dia, single socket fixed to walls complete all as specified and directed by Engineer-in-Charge.

S&F 100 bore of pipe stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) bends door of 110 mm dia, any radius complete all as specified and directed by Engineer-in-Charge.

S&F PVC(SWR) bends of 75 mm dia, any radius complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) bends of 110 mm dia, any radius complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) bends of 75mm dia, any radius complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) vent cowl, 110 mm dia complete all as specified and directed by Engineer-in-Charge.

Returning filling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point

Demolition of reinfoced cement concrete of any type description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge.

M&L Providing precast cement concrete 1:2:4 Type B-1 (using 20 mm graded stone aggregate) as in cover slabs (for man holesetc.) set in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for TMT steel 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 orsecuring with clips complete all as specified and directed by Engineer-in-Charge.

M&L for PVC (SWR) gully trap 125mm x 110mm setting and jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.

M/s Shri Inder Construction Company (BID ID -3061869)