SPECIAL REPAIRS TO COMPOUND WALL, ROAD SIDE FOOTHPATH, GUARD WALL , DRAIN ETC AT MINNIEBAY AREA UNDER GE MINNIE BAY , PORT BLAIR

Amount

Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and as directed by Engineer in charge

S&F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in charge

S & F Mild Steel work as in Tubular Trusses, Posts etc including special shaped washer etc if required complete using ERW or induction butt welded tubes confirming to IS - 1161, Grade YST - 240, Medium Grade of any dia complete all as specified and as directed by Engineer in charge

S & F Mild Steel work as in Plates (plain or chequered)channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Tubular Trusses, Posts etc Fe-290 (Gde E-165) complete all as specified and as directed by Engineer in charge

S & F Framed work as in doors or gates of angle or other section with gusset plates, rail, braces, etc, complete, drilled for fixing of steel sheeting or other concering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door gfitting (exclusive of steel sheeting or other covering , running rails and guides) and hanging , also fastening and fixing complete confirming to Fe-410 W (gde E-250) quality-A complete all as specified and as directed by Engineer in charge

Excavation in trenches, n.exe 1.5 m wide and n.exc 1.5 in depth, for foundation, etc or to shafts, wells, cesepits, manholes, piers holes, ec, n.exc 10 sq.m on plan and n.exc 1.5 m in depth and getting out in hard dense soil complete all as specified and as directed by Engineer in charge

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer in charge

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer in charge

Taking out old unserviceable PVC Pipe of size 75mm & 110mm and 150 mm from trenches and walls with all fitting including necessary excavation, return filling and removal upto 250 mtrs complete all as specified and as directed by Engineer in charge

S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer in charge

S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer in charge

S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary clamps as required complete all as specified and as directed by Engineer in charge

S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engineer in charge

S&F 75mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer in charge

S&F 110mm dia PVC (SWR) bend with or without oval access door complete all as specified and as directed by Engineer in charge

S&F 75mm dia PVC (SWR) branch piece (single Y) equal or unequal with or without oval access door complete all as specified and as directed by Engineer in charge

S&F 110mm dia PVC (SWR) branch piece (single Y) equal or unequal with or without oval access door complete all as specified and as directed by Engineer in charge

S & F 75 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer in charge

S & F 110 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and as directed by Engineer in charge

S & F 110 mm dia PVC (SWR) vent cowl complete all as specified and as directed by Engineer in charge

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed by Engineer in charge

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by Engineer in charge

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer in charge

S & F Aluminium flat of size 40 x 6 mm , wind ties screwed as directed, including all necessary drilling, bolting or riveting etc., and similar work including dismantling old one complete all as specified and as directed by Engineer in charge

M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel/iron surface of any description n.exc10 cm in width or girth complete all as specified and as directed by Engineer in charge

M & L for preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge

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

M&L for plain cement concrete type C1 1:3:6(20 mm graded stone aggregate) in plinth course, benching,copings, kneelers, apex stones etc including weathering, slightly rounded or chamfered angles including necessary formwork complete all as specified and as directed by Engineer in charge

M&L for laying PCC (1:4:8) type D2 (using 40mm graded aggregate) for base in foundation, mass concrete including formwork complete all as specified and as directed by Engineer in charge

M&L for 100mm thick PCC (1:3:6) type C-2 (40 mm graded stone aggregate) as in sub-base including formwork complete all as specified and as directed by Engineer in charge

M&L for 100mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor/hard-standing/path finished even and smooth without using extra cement complete including formwork complete all as specified and as directed by Engineer in charge

M & L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ thickness of concrete slab 150 mm thick complete all as specified and as directed by Engineer in charge

M & L for plain cement concrete Type B1 1:2:4 (20 mm graded aggre-gate) in surface channels and drains including formwork complete all as specified and as directed by Engineer in charge

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

M & L for Setting coat 3mm thick, trowelled set in cement plaster 1:2 to even and smooth finish as in drains complete all as specified and as directed by Engineer in charge

Demolition of precast concrete work/ block walling built in cement mortar complete all as specified and as directed by Engineer in charge

Material and labour for PCC solid block masonry (1:3:6) (using 20mm graded stone aggregate) straight or curved on plan exc 6m mean radius, exc 10cm in width and built in CM (1:6) complete all as specified and as directed by Engineer in charge

Taking down cement or cement lime plaster on brick,concrete or stone walls, etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by Engineer in charge

M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6(Total 15 mm thick) on concrete or brick masonry surfaces including mixing water proofing compound as per manufacurers instructions and finishing the top surface even and fair complete all as specified and as directed by Engineer in charge Note: Water proofing compound shall be measured and paid separately as "Supply only"

M & L for rendering to concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces, 10mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge

Supply only Integral water proofing compound complete all as specified and as directed by Engineer in charge

Material and labour for PCC (1:3:6) type C1 (using 20mm graded stone aggregate) in coping including necessary form work finished fair and even including weathering slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer in charge

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

M&L for precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate) in covers slabs over drains etc set in CM (1:4) including necessary formwork complete all as specified and as directed by Engineer in charge

M&L for RCC Type B1 1:2:4 (nominal mix) using 20mm graded stone aggregate as in foundation including footing plinth beam, base for column, etc including necessary formwork complete all as specified and as directed by Engineer in charge

M & L for reinforced cement concrete (nominal mix) type B1 1:2:4( 20 mm graded aggregate) in Columns, pillars, piers, posts and struts etc including necessary formwork complete all as specified and as directed by Engineer in charge

S & F TMT steel bars of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed by Engineer in charge

All as per Item No.47 here in before but for 6mm dia to 8mm dia in stirrups complete all as specified and as directed by Engineer in charge

M&L for preparing newly plastered surfaces of wall and applying two coats of oil emulsion distemper over a coat of primer over plastered surface to prepare the surface even and smooth complete all as specified and as directed by Engineer in charge

M & L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed by Engineer in charge

M & L for complete removal of existing treatment and Preparation of plastered wall surfaces and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces complete all as specified and as directed by Engineer in charge

M & L for Preparation of old plastered wall surfaces and applying one coat of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over old surfaces complete all as specified and as directed by Engineer in charge

Material & Labour for providing and fixing stainless steel (Grade 316) railing made of hollow tubes, channels, plates etc., including welding, grinding , buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement including dismantling old one complete all as specified and as directed by Engineer in charge

Demolition of tiles of any description or thickness in floor, hearth or wall including cement mortar bedding, removing debries off the premises complete all as specified and as directed by Engineer in charge

M&L for chequered vitrified coloured tiles300X300X10 mm thick of each tiles in floor/ steps/stairs etc set and jointed with cement slurry and pointed in coloured cement to match including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by Engineer in charge

M&L for 18-20 mm thick Granite work any type ,rate including cutting in curvature shape, moulding including wastage etc fixed to horizontal / vertical surfaces to wall, risers, floor complete including necessary backing screed bed / backing of 15 mm thick in CM (1:4) and pointing with white cement (1:2) using marble dust with mixture of pigment to match with shade of granite complete all as specified and as directed by Engineer in charge

M& L for machine pressed precast conctete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and as directed by Engineer in charge

M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer in charge

M & L for preparation of old painted sufaces and applying one coat of synthetic enamel(ordinary tint) paint on road kerb Surfaces of anydescription over 10cm girth or width, not otherwise described complete all as specified and as directed by Engineer in charge

M&L for preparation of old painted steel surfaces over 10cm in width or girth and applying one coats of synthetic enamel paint complete all as specified and as directed by Engineer in charge

M & L for making arrangement of scaffolding for any height of existing bldg in the shafts / spot/ location of weed growth having height more than 1 m removing the weeds including its root, making good with CM 1:3 or PCC 1:2:4 type B1 (normal mix) using 12.5mm graded aggregate making good including painting etc complete all as specified and as directed by Engineer in charge

M & L for making arrangement of scaffolding for any height of existing bldg in the shafts / spot/ location of weed growth having height upto 1 m removing the weeds including its root, making good with CM 1:3 or PCC 1:2:4 type B1 (normal mix) using 12.5mm graded aggregate making good including painting etc complete all as specified and as directed by Engineer in charge

Sree Tirumala Enterprises (BID ID -3036874)

Ravi Enterprises (BID ID -3037221)

MAJUMDAR FURNITURE (BID ID -3036576)

LOOK UP ENTERPRISES (BID ID -3037088)