REPAIR AND CLEANING OF SEWAGE LINES, SEPTIC TANK, MANHOLES AND SOAKAGE WELL AND ITS CONNECTED ITEMS OF UNITS OF POCKET NO. 12 TO 15 UNDER GE (A) JAISALMER

Amount

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed by Engineer-in-charge for the following capacity of septic tanks :-

10 Users

50 Users

100 Users

250 Users

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 all 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.

Cleaning of choked sewage line 150 mm bore by mechanically 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 and directed by Engineer-in-Charge. Note:- Choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips.

Cleaning of choked sewage line 200 mm bore by mechanically 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 and directed by Engineer-in-Charge. Note:- Choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips.

Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Cleaning of manholes exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Cleaning of floor trap in any size means of removing the silt, sludge & cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Blockage of WC, EWC in any type floor means of removing the silt, sludge, & cleaning of gully trap if required etc & bailing out water upto 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Blockage of urinal in any type floor means of removing the silt, sludge, etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Blockage of WHB in any type floor means of removing the silt, sludge,& cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.

Surface dressing around septic tank/filter bed ,soak well within fencing n.exc 15 cm deep in hard/ dense soil including cleaning away all grass, vegitations, saplings, shrubs, bushes, weed under growth, roots, trees n.exc 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as specified and directed by Engineer-in-charge.

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

M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation/ filling/ mass concrete complete all as specified and directed by Engineer-in-Charge.

M & L plain cement concrete (1:2:4) type B-1 (using 20mm grade stone aggregate) as in benching and forming channel inside manholes for section of pipe 100mm, 150mm or 200mm including finished smooth and even using extra cement complete all as specified and directed by Engineer-in-charge.

Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/stopped ends, forms mould etc, complete all as specified and directed by Engineer-in-charge.

Demolition of stone masonry/block masonry including coping built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-charge.

M&L, for precast cement concrete block masonry (1:3:6) type C1 (using 20mm graded stone aggeregate) with solid blocks, exc 10 cm in width and setting in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

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

M&L for 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 & directed by Engineer-in-charge. Note :- Serviceable stone obtained from demolition shall be used.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and directed by Engineer-in-Charge.

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

Supply only of liquid water proofing compound

M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping incuding necessary form work, weathering slightly rounded or chamfered angle treating complete all as specified and directed by Engineer-in-charge.

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

Material & Labour for 100mm thick sand stone slabs as in drain covers, 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 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 and set, jointed and grouted in cement mortar 1:3 complete all as specified and directed by Engineer-in-charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cover slabs and similar work complete all as specified and directed by Engineer-in-charge.

M&L for precast reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in landings, cover slabs (for manholes etc.) and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend 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 or securing with clips complete all as specified & directed by Engineer-in-Charge.

M&L for mild steel round bars 10mm dia & over cut to length, bend 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 or securing with clips conforming to Fe-410-W Gde E-250 quality-A or Fe 290 (Gde E-165 all as specified & directed by Engineer-in-charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil 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 n exc 1.5 m in depth and getting out in hard/dense 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 hard/dense soil all as specified & directed by Engineer-in-Charge

Removing excavated material to a distance exc 50m but n.exc 100 m and depositing where directed at a level n.exc 1.50m from starting point.

M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested 150mm bore dia pipe including demolition of concrete of any description and breaking of pipe complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested 200mm bore dia pipe including demolition of concrete of any description and breaking of pipe complete all as specified and directed by Engineer-in-Charge.

M & L for 150mm bore dia reinforced cement concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M & L for 200mm bore dia reinforced cement concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M&L for 150mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) tested complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M&L for 200mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) tested complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors as waste & vent pipes including taking down existing unserviceable pipe complete all as specified & directed by Engineer-in-charge.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors as waste & vent pipes including taking down existing unserviceable pipe complete all as specified & directed by Engineer-in-charge.

S&F PVC (SWR) pipe 75 mm bore single socketed in any length with rubber ring joint fixed to wall including MS clamps including taking down existing unserviceable pipe complete all as specified & directed by Engineer-in-charge.

S&F PVC (SWR) pipe 110 mm bore single socketed in any length with rubber ring joint fixed to wall including MS clamps including taking down existing unserviceable pipe complete all as specified & directed by Engineer-in-charge.

S & F 75 mm bore PVC (SWR) bends with access door any radius complete all as specified & directed by Engineer-in-charge.

S & F 110 mm bore PVC (SWR) bends with access door any radius complete all as specified & directed by Engineer-in-charge.

S & F 110 mm bore PVC (SWR) branch pieces single (single Y) equal or unequal complete all as specified & directed by Engineer-in-charge.

S & F 110 mm bore PVC (SWR) junction single, (Single 'T'), equal or un equal complete all as specified & directed by Engineer-in-charge.

M&L for in repair PVC (SWR) floor trap of 75mm dia outlet plain with grating including jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

M&L for in repair PVC (SWR) gully trap of 125/100mm setting and jointing with slovent cement 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 and directed by Engineer-in-Charge.

M&L for 75mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in subbase of flooring/hard standing complete all as specified and directed by Engineer-in-Charge.

S & F Chequered cement concrete tiles 300mmX300mm X25mm thk with grey cement and pigments, set jointed in neat cement slurry as in floors/path laid over and including 15mm thick screed bed in CM (1:4) complete all as specified and directed by Engineer-in-charge.

M& L plain cement concrete (1:2:4) type B-1 (using 20mm graded stone agregate) kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved) complete all as specified and directed by Engineer-in-charge.

Material & Labour for ceramic out door tiles 300mmx300mmx10mmm thick digital design set, jointed and pointed in neat cement slurry as in floors laid over & including screed bed or bedding layer of mortar 20 mm thick cement mortar 1:6 complete all as specified and directed by Engineer-in-charge.

M&L for 50 mm thick PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) laid in alternative bays as in plinth protection including finishing the surface even & fair & filling the joints with mastic filling i.e one part of bitumen 85/25 and 3 parts of sand by weight all as specified & directed by Engineer-in-Charge

BHARAT CONSTRUCTION AND SERVICES

M/s Shri Inder Construction Company

M/S MAYA CONSTRUCTION COMPANY

AMBEY MAA CONSTRUCTION COMPANY

M/S SHRI HARI CONSTRUCTION COMPANY