REPAIRS TO FLOORING, PLASTER, STAIRCASE AND CONNECTED WORKS, REPAIRS AND CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS IN VSV AND CIVILIAN MD ACCN, REPAIRS, MAINT OF PATH, HARDSTANDING ETC AND CONNECTED ITEMS AT AIR FORCE STATION BIDAR

Amount

Opening, Cleaning and clearing the blocked WHB, Nahani trap, gully trap, floor trap, bottle trap, water closet (Indian/Orissa or English type) operational; at any floor including cleaning of traps and CI drain pipe (any type and any position) from WC's / trap to manhole Cleaning and well flushing, pressure pumping , taking out all residues etc and removing the same to distance not exceeding 1000m, burried the same underground in low laying area and covering the same with earth including removal of surplus soil to a distance not exceeding 500m. complete all as specified and directed.

Cleaning of blocked sewage lines of any dia and including man holes (between manhole to manhole and man hole to septic tank) of depth up to 1.50m by rodding with bamboo and gunny bags and removing muck sludge/silt/liquid/night soil (in foul position) and removing the same using sealed tins or sludge removal tankers to a distance exceeding 50m outside of MD land premises and refixing the manhole covers in same position etc and testing of man holes by filling with water etc complete all as directed.

All as per Serial item No.2 here-in-above, but depth exceeding 1.5 metres and not exceeding 3.00 metres

Removing manhole covers, Cleaning of manhole chamber of depth up to 1.5m, removing muck sludge/silt/liquid mud etc, (in foul position using sealed tins or sludge removal tankers) to a distance exceeding 50m outside MD land premises, testing of manholes by filling with water etc and relaying the manhole covers in same position complete all as directed.

All as per Serial item No.4 here-in-above; but depth exceeding 1.5 metres and not exceeding 3.00 metres

Opening covers of Septic tank, Soak wells, removing/bailing out liquid along with floating material, sludge from any position in foul conditions by mechanical means using suction pump, hose pipe and its accessories mounted on vehicle so that pumping can be easily be carried, cleaning the inlets and outlets with water, disposing off the sludge to a distance exceeding 50m outside MD land premises complete, relaying the covers back in position and including rough excavation for burring the liquid, sludge in the excavated area and levelling the same all as specified and as directed by the Engineer-in-charge. Notes:- (i) Quoted rate shall deemed to include rough excavation to burry liquid / sludge and leveling. (ii) Internal size of septic tank up to existing liquid depth will be measured for payment. (iii) The tenderer has to take cognizance of approach to septic tank and the length of hose pipe required for pumping the sewage. No extra claim what-so-ever arising shall be entertained on this account. The quoted rate shall deemed to include this aspect.

Cleaning of Septic tank/Soak well by taking out muck/sludge/silt/mud etc under any position including foul condition manually and disposing off the same in sealed tins to a distance exceeding 50m out side MD land complete all as specified and as directed.

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, vegetations, 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 directed by Engineer-In-Charge.

Excavation in trenches not exceeding 1.5 meter wide and not exc. 1.5 meter in deep not exceeding 10 sqm on plan and getting out in hard/dense soil.

All as per Item No. 9 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 including spreading watering and well ramming in layers n.exc 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.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for.

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.

M&L for Plain cement concrete 100 mm thick 1:3:6 type C2 (40mm graded stone aggregate) as in sub base complete all as specified and directed.

M&L for Plain cement concrete 100mm thick 1:2:4 type B2 (40mm graded stone aggregate) and complete all as specified and directed.

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

M&L for providing pre cast cement concrete block masonry with solid blocks, exceeding 10cm in width, type B1 1:3:6 (20mm graded aggregate) and setting in mortar 1:6, complete all as specified and directed.

M&L 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

M&L 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.

M&L 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.

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.

M&L 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 water proofing compound

M&L 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.

Demolition and breaking up 100mm dia SWG drain pipe set in cement mortar.

Demolition and breaking up 150mm dia SWG drain pipe set in cement mortar.

M&L for Salt glazed stoneware pipes of 100mm dia (internal diameter) grade 'A' laid in trenches and jointed and tested as specified.

M&L for Salt glazed stoneware pipes of 150mm dia (internal diameter) grade 'A' laid in trenches and jointed and tested as specified.

M & L for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 100mm bore including packing under and haunching against the sides of pipes after they are laid & tested as specified.

M & L 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 as specified.

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 100 mm internal dia.

M&L in repairs PVC (SWR) floor trap 75mm dia plain with CP grating including jointing with solvent cement etc complete, fixed in repair complete all as specified and directed

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

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

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

S&F in repairs PVC (SWR) bends 75 mm dia any radius with access door complete all as specified and 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.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade with gray cement and pigment etc, complete all as specified and as directed by Engineer-In- Charge.

M&L for sand (cushioning) filling under floors including watering and consolidation all as specified and as directed by Engineer- in -charge.

M&L 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.

Demolition of cement concrete in ground floors and pavings n exceeding 15 cm thick (unreinforced) (below or above ground level) complete all as specified and as directed.

Material and Labour for Precast cement concrete block masonry walling type C1 1:3:6 (20 mm graded aggregate) setting in CM (1:4) with solid blocks exceeding 10 cm in width complete all as specified and as directed.

M&L for Plain cement concrete 100 mm thick 1:4:8 type D2 (40mm graded stone aggregate) as in sub base complete all as specified and directed.

M&L for Plain cement concrete 40 mm thick 1:2:4 type B1 (20mm graded stone aggregate) as in flooring complete all as specified and directed.

Material and Labour for cement concrete as in kerb stone of PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate Including weathering or chamfered angles, necessary formwork, etc. complete all as specified and as directed.

S&F in repairs 110mm dia PVC (SWR), type 'B' pipes, single socketed in any length with rubber joints laid in floors, complete all as specified and directed

Taking out serviceable interlocking tiles of any size, shape and pattern, setting aside and relaying after out repairs to base layer all as specified and as directed by Engineer-in-Charge.

Material and Labour for Non skid heavy duty tile 400x400x10mm thick coloured jointed free in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match and including 15mm thick screed bed layer in CM (1:4) etc complete all as specified and as directed. (Make: Kajaria, Johnson, Somany, Orient Bell)

M&L for mild steel TMT bars 6 to 8 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 preparation of new concrete or plaster surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of priming paints plaster coat complete all as specified and as directed.

Material and Labour for preparation of old concrete or plaster surface of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.

Material and Labour for the existing concrete surface, cement tiles and paver blocks are free of dust, grease, wax, loose paint and other contaminants with help of scrubbing brush and soap powder solution if the surface has algae or fungus, apply true care bio block and let it dry for at least 4-6 hours before painting and applying two coats of floor paint emulsion complete all as specified and applied as per manufacturer's instructions. Make: Asian Paint (Brand- Apex floor guard) or equivalent

M&L for Plain cement concrete 25 mm thick 1:2:4 type B0 (12.5 mm graded stone aggregate) as in flooring complete all as specified and directed.

Material and Labour for cement concrete as in kerb stone of PCC 1:2:4 type B1 using 20 mm graded stone aggregate Including weathering or chamfered angles, necessary formwork, etc. complete all as specified and as directed.

M&L for PCC 75mm thick type D - 2, 1:4:8 (40mm graded aggregate) complete all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.

M&L Coloured Non skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles including 15 mm thick screed bed in CM 1:6 all as directed by Engineer in charge.

M&L Coloured Non skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm, as in skirtings etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles including 10 mm thick backing coat in CM 1:4 all as directed by Engineer in charge.

M&L Coloured Non skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles including 15 mm thick screed bed in CM 1:6 all as directed by Engineer in charge.

S&F Glazed ceramic coloured tiles in vertical surface 350x 250x 7mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the tiles as in skirting/dado including 10mm thick rendering in CM 1:4.etc,all as directed by Engineer in charge.

M&L Vitrified ceramic tiles 8-9 mm thick light shade (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles including 15 mm thick screed bed in CM 1:6 all as directed by Engineer in charge.

M&L Vitrified ceramic tiles 8-9 mm thick light shade (square/ rectangular) area of each tile not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles including 10 mm thick backing coat in CM 1:4 all as directed by Engineer in charge.

M&L for rendering 15mm thick on fair faces of brick work/concrete surfaces in cement mortar 1:4 surfaces finished even and smooth with out using extra cement.

M&L for rendering 10 mm thick on fair faces of brick work/concrete surfaces in cement mortar 1:6 surfaces finished even and smooth with out using extra cement.

M&L for Rendering 5mm thick ceiling on concrete surface in CM 1:3 surface finished even and smooth without using extra cement, complete all as specified and as directed

M&L for Preparation of new plastered surface and applying one coat of chalk whiting and two coat of Oil Bound Distemper on walls, complete all as specified and as directed.

All as per Sl item No 71 here-in-above but on ceilings.

M&L for Preparation of new plastered surface and applying two Coats of cement base paint on Walls complete all as specified and as directed.

S&F in repair 18- 20mm thick Granite stone (Sadarahalli grey coloured) work (table rubbed and polished) as in Stair cases, steps and like (Treads shall have bull nosed and 2 Nos of grooves of size 3mm x 3mm) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as specified and directed

Siddique constructions (BID ID -3160887)