REPAIR AND MAINT/CLEANING OF MANHOLE, SEWAGE LINE AT BADDOWAL AND MOGA UNDER AGE B/R BADDOWAL GE LUDHIANA

Amount

Removing/ cleaning of blockage from WC trap of any description and in any position by removing sand/ sludge/ silt and other foreign material deposited in it (either manually or mechanically) upto first manhole and making the sewage system functional complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 2 above but from traps of bath rooms/ kitchen sink/ wash hand basin/ urinal point and gully traps complete all as specified and directed by Engineer-in-Charge.

Desludging of manholes/ septic tanks/ soakage wells etc.of any size or depth by manual labour or by mechanical means and removing any form of in solid state/ semi solid state outside defence land to a distance exc 50 mtr and n.exc 100 mtr including burying in pits of apprppriate size and covering the sludge with atleast 200mm earth on top/sides complete all as specified and directed by Engineer-in-Charge.

Removing/cleaning of sewage lines 150mm bore laid at a depth upto 1.5m below ground level by removing sand/ sludge/ silt and other foreign material deposited in it(either manually or mechanically) and keeping the sewage line between manholes functional upto a period of 6 (six) months complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 4 above but depth exceeding 1.5 metre and not exceeding 3.0 metre below ground level complete all as specified and directed by Engineer-in-Charge.

Removing/cleaning of sewage lines 200mm to 300mm bore laid at a depth upto 1.5m below ground level by removing sand/ sludge/ silt and other foreign material deposited in it(either manually or mechanically) and keeping the sewage line between manholes functional upto a period of 6 (six) months complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 6 here-in-before but depth exceeding 1.5 metre and not exceeding 3.0 metre below ground level complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 7 here-in-before but depth exceeding 3.0 metre below ground level. Note for item No. 2 to 8: The contractor shall be supposed to provide atleast one safaiwala at Baddowal and one at Moga with necessary T & P daily at 0900 Hrs who will report the JE (Civil) and taking complaints and render completion of rectification of complaint by 16.30 Hrs.

Demolition and breaking up 150mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to 150mm bore salt glazed stone ware drain pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

M&L for 150mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up 200mm bore drain pipes (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to 200mm bore salt glazed stone ware drain pipe including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

M&L for 200mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n. exc 1.5 metre wide for foundations etc. and not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n. exc 1.5 metre wide for foundations etc. and exceeding 1.5 m deep and not exceeding 3.00 mtr deep and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-Charge.

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

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

Demolition of reinforced cement concrete in cover slabs of manholes/ septic tanks/ soakage wells and the like complete all as specified and directed by Engineer-in-Charge.

M&L for reinforced cement concrete (1:1½:3) type A-1 using 20mm graded stone aggregate as in pre-cast cover slabs for manholes set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for TMT bars 8mm dia cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in coping, benching, haunching etc. complete all as specified and directed by Engineer-in-Charge.

Dismantling brickwork built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

All as per serial item No. 24 above but using old bricks. (Old whole bricks retrieved from dismantling vide item No. 23 here-in-before shall be re-used after cleaning complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in repair 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking down existing broken pipe complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in repair 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking down existing broken pipe complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in repair 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls including taking down existing broken pipe complete all as specified and directed by Engineer-in-Charge.

Supply & fixing in repair 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls including taking down existing broken pipe complete all as specified and directed by Engineer-in-Charge.

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

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

M&L for 75mm dia PVC (SWR) multi floor trap with grating including jointing with solvent cementand fixed with cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick on fair face of brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note : WPC shall be measured and paid separately.

supply only integral water proofing compound.

GURU NANAK CONSTRUCTION CO.

M/S Satguru enterprises