SPECIAL REPAIRS TO SEWAGE LINES AT CERTAIN LOCATIONS AT AFS BIDAR

Amount

Schedules of Works

Surface dressing around septic tank/filter bed, soak well within fencing not exceeding 15 cm deep in hard/ dense soil including cleaning away all grass, vegetations, saplings, shrubs, bushes, weed under growth, roots, trees not exceeding 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as directed by Engineer-In-Charge.

Excavation in trenches not exceeding 1.5 meter wide and not exc. 1.5 meter in deep for sewage lines/manholes etc. not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and as directed.

All as per Item No. 2 here in before but exc. 1.5 meter and not exc. 3.0 meter in deep, complete all as specified and as directed.

Returning, filling in (soils), including spreading watering and well ramming in layers not exceeding 25cm thick in hard/dense soil complete all as specified and directed

Removing excavated surplus soil to a distance not exceeding 50m & depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed

Demolition of Brick work or PCC solid block masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings dressed stone work and pre-cast concrete articles complete all as specified and directed

Demolition of cement concrete of any description and in any position not otherwise specifically provided for manhole, septic tank, etc complete all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cover slabs and similar work all as specified.

Demolition and breaking up 150 mm dia SWG ware, AC or reinforced concrete drain pipe set in cement mortar complete all as specified and as directed

Demolition and breaking up 200 mm dia SWG ware, AC or reinforced concrete drain pipe set in cement mortar complete all as specified and as directed

Material and labour for Plain Cement concrete 1:4:8 type D2 using 40mm graded stone aggregate for foundation filling and mass concreting.

Material and labour, for Pre-cast cement concrete block masonry with grade ‘C’ solid blocks exceeding 10 cm in width, having minimum compressive strength of 40 Kg / Sq cm as per IS 2185 (Part- I) 2005 and set in CM 1:6 complete all as specified and as directed.

Material and labour for providing plain cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in benching, edging, chamfering, etc complete all as specified and directed

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

Material and labour for providing plain cement concrete 1:3:6 type C0 using 12.5 mm graded stone aggregate as in bed blocks/coping etc including necessary form work all as specified.

Material and labour for providing precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slab set in CM 1:6 including necessary form work complete all as specified and as directed.

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

Material and labour for rendering 15mm thick on fair faces of brick work/concrete surfaces in cement mortar 1:4 mixed with approved water proofing compound finished even and smooth with out using extra cement. Note :- Supply only of water proofing compound will be measured and paid separately where required.

Supply only of liquid based water proofing compound

Material and labour for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking bending spirally for handle, rungs and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, as in cover slabs all as specified and as directed by engineer-in-charge.

Material and labour for mild steel round bars 10 mm dia and over, cut to length, bent to shape required FE-290M(gde-E-165), including cranking bending spirally for handle, rungs and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, as in cover slabs all as specified and as directed by engineer-in-charge.

Material and labour for MS framed work such as window grill, guard bar etc similar work confirming to Fe 290 Grade-E-165 complete all as specified and as directed.

Material and labour for Reinforced concrete pipes of 150 mm bore, class NP2, laid and jointed complete with collars complete all as specified and as directed.

Material and labour for Reinforced concrete pipes of 200 mm bore, class NP2, laid and jointed complete with collars complete all as specified and as directed.

Material and labour for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid & tested complete all as specified and as directed.

Material and labour for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes after they are laid & tested complete all as specified and as directed.

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 round section) in cement concrete type B1, 1:2:4, smooth finished, and reforming benching as required for 150 mm internal dia.

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 round section) in cement concrete type B1, 1:2:4, smooth finished, and reforming benching as required for 200 mm internal dia.

Supply and fixing in repairs PVC (SWR) floor trap 75mm dia plain with CP grating including jointing with solvent cement etc. complete all as specified and as directed.

Supply and fixing in repairs 110mm dia PVC (SWR), type 'B' pipes, single socketed in any length with rubber joints fixed to walls/floor etc, complete all as specified and directed

Supply and fixing in repairs 75 mm dia PVC (SWR), type 'B' pipes, single socketed in any length with rubber joints fixed to walls/floor etc, complete all as specified and directed

Supply and fixing in repairs PVC (SWR) bends 110mm dia any radius with access door complete all as specified and directed

Supply and fixing in repairs PVC (SWR) bends 75 mm dia any radius with access door complete all as specified and directed

Supply and fixing in repairs PVC (SWR) branch piece, (Single Y) 110mm dia equal or unequal with access door complete all as specified and as directed

Supply and fixing in repairs PVC (SWR) branch piece, (Single Y) 110mm dia equal or unequal with access door complete all as specified and as directed

Supply and fixing PVC (SWR) vent cowl of 110mm bore complete all as specified and as directed

Demolition of stone slabs and tiles of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete removal of debris outside MD land all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete in ground floors and paving's not exceeding 15 cm thick (unreinforced) (below or above ground level) complete all as specified and as directed.

Material and labour for Plain cement concrete 100 mm thick 1:3:6 type C2 (20mm graded stone aggregate) as in sub base complete all as specified and directed.

Material and labour for Plain cement concrete 100mm thick 1:2:4 type B1 (20mm graded stone aggregate) and complete all as specified and directed.

Material & labour for Machine pressed precast concrete interlocking paver blocks/tiles , any shape & size with grey cement and pigment confirming to IS-15658-2006 of 60 mm thickness, M-35 grade over 50 mm thick sand cushion complete all as specified and directed, complete all as specified and as directed. (Note: Quoted rate shall deemed to include for 50 mm thick Sand cushion)

Material & labour for Machine pressed precast concrete interlocking paver blocks/tiles , any shape & size with grey cement and pigment confirming to IS-15658-2006 of 80 mm thickness, M-40 grade over 50 mm thick sand cushion complete all as specified and directed, complete all as specified and as directed. (Note: Quoted rate shall deemed to include for 50 mm thick Sand cushion)

Material and labour, for Coloured PCC chequered tiles of size 30cmx30cmx 25mm thick set, jointed and pointed in neat cement slurry in floors with grey pigment cement & pigment etc and Screed bed or bedding layer of 20mm thick in CM (1:4) for laying floor finishes as specified and as directed.

Material & Labour for preparation of new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint, first quality, over a coat of red oxide primer, complete all as specified and as directed.

Siddique constructions (BID ID -3462488)

M/s.Santosh Kotarki (BID ID -3462085)

AMAR CONSTRUCTION (BID ID -3462215)

M/S RUDRAPPA CONSTRUCTIONS (BID ID -3465412)

Mr Madhusudhan Kotarki (BID ID -3465377)

Satish Patpally (BID ID -3462169)

Aditya Enterprises (BID ID -3463772)