SPECIAL REPAIR TO SEWAGE LINE IN LANE I AND LANE II OF PRATAP ENCLAVE UNDER GE(S) JAIPUR AT MIL STN JAIPUR

Amount

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed

Excavation in trenches not exceeding 1.5m wide and exceeding 3.0 m but not exceeding 4.50 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed

Excavation in trenches not exceeding 1.5m wide and exceeding 4.50 m but not exceeding 6.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed

Excavation in trenches not exceeding 1.5m wide and exceeding 6.0 m but not exceeding 7.50 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed

Excavation in trenches not exceeding 1.5m wide and exceeding 7.50 m but not exceeding 9.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed

Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed

M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 1.5 m but not exceeding 3 m deep complete all as specified and directed.

M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 3 m but not exceeding 4.5 m deep complete all as specified and directed.

M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and directed. Note:- Punned thickness of sand shall be measured and paid.

Removal of excavated materials (soil) exceeding 1.5 Km but not exceeding 5 Km and depositing where directed complete all as specified and directed

M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 4.5m but not exceeding 6.0m deep complete all as specified and directed.

M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 6.0 m but not exceeding 7.5 m deep complete all as specified and directed.

M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 7.5m but not exceeding 9.0m deep complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed.

M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:6 complete all as specified and directed.

M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.

M&L for mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for 75 mm thick Cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.

S&F for rubber moulded machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.

M&L (except interlocking paver block) for interlocking paver block, any shape and size of 60 mm thickness, by vibratory compaction, cutting paver blocks in required size and pattern, filling joints with sand including sand cushing 50 mm thick and sweep out surplus sand complete all as specified and directed. Note : (1) Old paver block obtained from dismantle shall be used. (2) Sand cushioning shall be measured and paid separetely.

M&L for designer rubber moulded chequered cement concrete tiles 30 cm x 30 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and no pigments over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed

M&L for cast iron fittings up to 150 mm bore for spigot socketed pipes such as bends (any type ,radius and angle) tapers any type (straight, bends, increasing, decreasing or double socket etc) Tee pieces, single branch, 'Y' junction, double branch, cross (all sockets or socket and spigot) collars, caps or plugs complete all as specified and directed.

S & F cast iron soil, waste and vent 75 mm bore of pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.

S & F cast iron soil, waste and vent 100 mm bore of pipes (sand cast in any length with or without ears, with cement joints, fixed to wall complete all as specified and directed.

S&F in repair CI Bends (any radius), diminishing pieces or tapers (larger bore measured) for 100 mm bore of pipe complete all as specified and directed.

S&F in repair CI Bends (any radius), diminishing pieces or tapers (larger bore measured) for 75 mm bore of pipe complete all as specified and directed.

S&F in repair CI Bends (any radius), diminishing pieces or tapers (larger bore measured) fitted with oval access doors for100 mm bore of pipe complete all as specified and directed.

S&F in repair CI Bends (any radius), diminishing pieces or tapers (larger bore measured) fitted with oval access doors for 75 mm bore of pipe complete all as specified and directed.

S&F in repair cast iron cowls for 75 mm bore of pipe complete all as specified and directed.

S&F in repair cast iron cowls for 100 mm bore of pipe complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 75 mm bore of pipe etc complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed.

S&F PVC (SWR) bends any radius of 75 mm bore without access door complete all as specified and directed.

S&F PVC (SWR) bends any radius of 110 mm bore without access door complete all as specified and directed.

S&F PVC (SWR) junction single,(Single T) equal or unequal of 75 mm bore of pipe complete all as specified and directed.

S&F PVC (SWR) junction single,(Single T) equal or unequal of 110 mm bore of pipe complete all as specified and directed.

M&L PVC (SWR) floor trap of diameter of outlet 75 mm, plain with grating including jointing with solvent cement complete all as specified and directed

M&L PVC (SWR) gully trap 125/110 mm setting and jointing with solvent cement complete all as specified and directed

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for 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-l smooth finished, and reforming benching as required for 150 mm dia of pipe complete all as specified and directed.

M&L for 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-l smooth finished, and reforming benching as required for 225 mm dia of pipe complete all as specified and directed.

M&L in repair wash down water closet vitreous china white pedestal pattern with 'P' or 'S' trap including connecting to outgoing drain pipe & to flushing pipe also including plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, excluding flushing cistern and flush pipe complete all as specified and directed.

S&F in repair Water closet vitreous china squatting pan, orissa pattern 580x440mm white with integral foot rests (excluding flushing cistern and flush pipe) and including provision of lime concrete bedding ,'P' or 'S' trap 100 mm bore , flushing pipe ,anti-syphonage pipe and connection etc and making good to floor complete all as specified and directed.

M&L for Double Wall Corrugated (DWC) pipe of class SN-4, IS-16098 (part-II) of 150mm bore (internal), grade 'A', ISI marked, laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed. Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE.

M&L for Double Wall Corrugated (DWC) pipe of class SN-4, IS-16098 (part-II) of 200mm bore (internal), grade 'A', ISI marked, laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed. Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE.

M&L for Double Wall Corrugated (DWC) pipe of class SN-4, IS-16098 (part-II) of 100mm bore (internal), grade 'A', ISI marked, laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed. Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE.

M&L PVC (SWR) floor trap of diameter of outlet 100 mm, plain with grating including jointing with solvent cement complete all as specified and directed

M&L for scooping and taking out sludge and foreign material from septic tank, soak well and sump/well of any description not exc. 1.5m depth and including removing and re-fixing of manholes covers, septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each septic tank, soakage well, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.

M&L for scooping and taking out sludge and foreign material from septic tank, soak well and sump/well of any description exc 1.5m but not exc 3.0m depth and including removing and re-fixing of manholes covers, septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each septic tank, soakage well, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.

M&L for scooping and taking out sludge and foreign material from septic tank, soak well and sump/well of any description exc 3.0m but not exc. 4.5m depth and including removing and re-fixing of manholes covers, septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each septic tank, soakage well, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.

M&L for scooping and taking out sludge and foreign material from septic tank, soak well and sump/well of any description exc 4.5m but not exc. 6.0m depth and including removing and re-fixing of manholes covers, septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each septic tank, soakage well, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.

M&L for precast RCC soakage well of 70 to 75cm dia and 8m effective depth by joining together 250 mm height precast RCC perforated rings of 4cm wall thickness as per manufacturer instruction and as directed by engineer in charge and including 150mm thick RCC cover, excavation in any type of soil and removing excavated soil outside MD land complete all as specified and directed.

M&L for Double Wall Corrugated (DWC) pipe of class SN-8, IS-16098 (part-II) of 300mm bore (internal), grade 'A', ISI marked, laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed. Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE.

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

Dismantling of stone slabs of any description or thickness, laid dry or laid dry and pointed in floor, apron etc complete all as specified and directed.

Demolition of cement concrete un-reinforced in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed.

Demolition of reinforced cement concrete (RCC) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) and removal of rubbish from site complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 100 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 150 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 200 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 300 mm internal dia of pipe complete all as specified and directed.

Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required for 100 mm internal dia of pipe complete all as specified and directed.

Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required for 75 mm internal dia of pipe complete all as specified and directed.

S.R.Enterprises (BID ID -3397447)