SPECIAL REPAIR TO SEWAGE LINE IN CERTAIN UNIT AT MILITARY STATION JAISALMER

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard rock complete all as specified & directed by Engineer-in-charge.

Excavating in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00m depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard rock complete all as specified & directed by Engineer-in-charge.

Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified & directed by Engineer-in-charge.

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

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes complete all as specified & directed by Engineer-in-charge. Note :- Excavation and earth work shall be measured and paid separately.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes complete all as specified & directed by Engineer-in-charge. Note :- Excavation and earth work shall be measured and paid separately.

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

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

M&L for Reinforced concrete pipes of dia 150mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

M&L for Reinforced concrete pipes of dia 200mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

S&F in repair, 75mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified & directed by Engineer-in-charge.

S&F in repair, 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified & directed by Engineer-in-charge.

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

S&F in repair, PVC (SWR) bends of 75mm bore setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F in repair, PVC (SWR) bends of 110 mm bore setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F in repair, 125mm/110mm dia PVC (SWR) gully trap, setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

Cleaning of choked sewage line of 100 mm bore of pipe including drains by rodding and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified & directed by Engineer-in-charge.

Cleaning of choked sewage line of 150 mm bore of pipe including drains by rodding and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified & directed by Engineer-in-charge.

Cleaning of choked sewage line of 200 mm bore of pipe including drains by rodding and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified & directed by Engineer-in-charge.

Cleaning of manholes not exceeding 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete manually or mechanically, removing of sluge to a distance 50 M and including cutting/clearing away grass vegetation, saplings, shrubs, brushwood, undergrowth, roots compelet all around of manholes upto a distance 1.2m & along pipe lines both sides upto a distance 2m and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified & directed by Engineer-in-charge.

Cleaning of manholes exceeding 1.5m but not exceeding 3m depth by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically, removing of sluge to a distance 50 M and including cutting/clearing away grass vegetation, saplings, shrubs, brushwood, undergrowth, roots compelet all around of manholes upto a distance 1.2m & along pipe lines both sides upto a distance 2m and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified & directed by Engineer-in-charge.

Cleaning of floor trap, gully trap in any size by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically, removing of sluge to a distance 50 M and including cutting/clearing away grass vegetation , saplings, shrubs, brushwood, undergrowth, roots compelet all around of manholes upto a distance 1.2m & along pipe lines both sides upto a distance 2m complete and making good complete all as specified & directed by Engineer-in-charge.

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. loaded bedded and pointed in any mortar complete all as specified & directed by Engineer-in-charge.

M&L sand stone slabs 5cm thick in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.

M&L sand stone slabs 10cm thick in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.

S&F FRP heavy duty manhole covers including frames of any size as required at site as per size of manholes having load capacity min of 5 TON fixing the same at site with PCC 1:2:4 and finishing the same fair and smooth complete all as specified & directed by Engineer-in-charge.

S&F in repair Vitreous china squatting pan of Orissa patten size 580 x 440 white colour including CI S/P trap long size as directed joint run and lead front or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc, fixed in repair complete and making good to floor in PCC 1:2:4 complete all as specified & directed by Engineer-in-charge.

S&F in repair European type water closet including CI P/S trap as directed including connection to drain (or out going pipe) and to flushing pipe, antisyphonagee pipe,etc.,with flush pipe PVC 32mm dia and incl. plastic seat cover as recommended by manufacturer closed pattern with flat bottom etc; and incl all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packing and including supply and fix of PVC long arm P/S trap so that joint is avoided inside the building as well as in wall and outlet straight away come out of wall in all floors G.F.and taking down existing of any description/size complete all as specified & directed by Engineer-in-charge.

M&L for 25mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in subbase of floors & finishing the surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge.

M&L for non skid ceramic coloured tiles of size 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm, grade B-II (a) superior quality confirming to IS- 13755 as in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles laid over and including screed bed or bedding layer of 15mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge.

Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified & directed by Engineer-in-charge.

M & L for 100 mm thick cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in subbase of flooring / hard standing complete all as specified & directed by Engineer-in-charge.

M&L for 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified & directed by Engineer-in-charge. Note: colour and design as approved by GE

M&L for rubber moulded 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified & directed by Engineer-in-charge. Note: colour and design as approved by GE

M& L for 50mm thick PCC (1:3:6) type C1 (using 20mm graded stone aggregate laid in alternative as in plinth protection including finished the surface even and fair without using extra cement complete all as specified & directed by Engineer-in-charge.

M & L for 75 mm thick cement concrete (1:3:6) type C2 (using 40mm graded stone aggregate) as in subbase of flooring / hard standing complete all as specified & directed by Engineer-in-charge.

Material & Labour for ceramic out door tiles 400mmx400mmx10mmm thick heavy duty, digital design set, jointed and pointed in neat cement slurry as in floors with grey cement laid over & including screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 complete all as specified & directed by Engineer-in-charge. Note :- Work will be in patches or in bulk

Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins, arches, pillars etc complete all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar 1:6 complete all as specified & directed by Engineer-in-charge.

Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified & directed by Engineer-in-charge.

M&L for rendering 15 mm thick readymade plaster on inner/outer walls with approved make by adding 17-19% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3 complete all as specified & directed by Engineer-in-charge. Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height.)

M&L for preparation of newly plastered surfaces and applying Material & Labour for applying Two or more coatsof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed by Engineer-in-charge.