REPAIR AND CLEANING OF SEWAGE LINE, MANHOLE COVER, FOOTPATH, HARDSTANDING, JAFRI, COMPOUND WALL IN MD AND OTM ACCN UNDER GE (A) JAISALMER

Amount

Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as directed by Engineer-in-Charge. Note for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately.

Pumping out foul water from soakage wells/septic tank mechanically and removing sludge of capacity 10 users complete all as directed by Engineer-in-charge.

---- ditto --- all as per item No. 2.00 above but 20 users

---- ditto --- all as per item No. 2.00 above but 50 users

---- ditto --- all as per item No. 2.00 above but 100 users

---- ditto --- all as per item No. 2.00 above but 250 users

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge.

Excavation 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 getting out in any type of soil 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 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 all as directed.

Supply only integral water proofing compound in sealed pack (ISI marked) complet all as specified & directed by Engineer-in-charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.complete all as specified and directed

M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:4 including water proofing compound and finished even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge (Note :-Supply only water proofing compound shall be measured and paid separately).

M&L for rendering 15 mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 & finished the surface even & fair without using extra cement all as specified.

Demolition of cement concrete reinforced of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m 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 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 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 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 all as specified & directed by Engineer-in-charge.

M&L for 150mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

M&L for 200mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

Dismantling of cast iron or reinforced concrete drain pipes 100 mm dia jointed in cement mortar

Dismantling of cast iron or reinforced concrete drain pipes 75 mm dia jointed in cement mortar

S&F, 100mm bore (sand cast pipe) soil, waste and vent pipes in any length with or without ears and jointing with cement & fixed to walls complelte all as specified & directed by Engineer-in-charge.

S&F , 75mm bore (sand cast pipe) soil, waste and vent pipes in any length with or without ears and jointing with cement & fixed to walls complelte all as specified & directed by Engineer-in-charge.

S&F in repair 100mm bore cast iron cowl (sand cast) all as specified & directed by Engineer-in-charge.

M&L for rendering 10 mm thick plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and 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 and 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 all as specified and 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, 125mm/110mm dia PVC (SWR) gully trap, setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F 100mm cast iron sanitary connection socket to fit WC outlet complete all as specified & directed by Engineer-in-charge.

Demolition floor hearth or wall tiling including cement mortar bedding and removing unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge.

S&F glazed ceramic coloured joint free tiles of size 450mmx350mmx7mm/ hick on vertical surface such as skirting, dados, risers to steps etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including 10mm thick backing coat in CM (1:4) all as specified and directed by Engineer-in-charge.

M&L for ceramic tiles exterior grade 300 x 300 x 10mm (Endura tiles) set and jointed in neat cement slurry and pointed in coloured cement to match all as specified and roughening of exc concrete surfaces all as directed.

M&L for cement screed bed or bedding layer of cement mortar 1:4, 15mm thick for laying floor finishes complete all as specified and as directed by the Engineer in Charge.

M&L for non skid ceramic coloured jointless 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 over and including screed bed or bedding layer of 15mm thick in CM (1:6) 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 all as directed by Engineer-in-Charge.

---- ditto --- all as per item No. 38.00 above but 150mm bore sewage line

---- ditto --- all as per item No. 38.00 above but 200mm bore sewage line

---- ditto --- all as per item No. 38.00 above but 250-300 mm bore sewage line

---- ditto --- all as per item No. 38.00 above but 300-600 mm bore sewage line

Cleaning of manholes not exceeding 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete manually or mechanically and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as 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 and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required and as directed by Engineer-in-Charge.

Note for item No. 38 to 44.00:- T&P or other machinery required for cleaning or dewatering are deemed to be included in the quoted rate of the respective items as in septic tank, soakage well, manhole, sewage line etc.

Cleaning of floor trap, gully trap in any size by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of WC/EWC in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of urinal in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of WHB in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as 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

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

Dismantling Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately)

M&L for 35mm thick precast cement concrete louvers and jallies type C-0 (1:3:6) using 12.50mm graded aggregate (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 all as directed.

M& L for providing precast ce- ment concrete type B11:2:4, 20mm grade as in coping plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified and as directed by Enginneer in charge

Demolition of brick work /stone masonry built in cement mortar incl coping of any description all as specified and directed.

M&L squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified.

M&L squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone complete all as specified.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint over a coat of primer complete all as specified & directed by Engineer-in-charge.

BHAGWATI CONSTRUCTION

M/S MAYA CONSTRUCTION COMPANY

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