Construction of 02 Nos Single Women Barrack Incl Toilet andf Bathroom Block and development Work and Allied Services for COB Veng of AR BN Manipur

SHHEDULE 'A' PART -I (PFTS) Construction of Pre- fabricated tubular Shelter (15x8M) as per HQ 27 Sector Assam Rifles Drawing No.DMR/Engr/2024/263 SheetNo1/3 to 3/3 Shudeule.

SHHEDULE 'A' PART -II (Earth Work Excavation) Earth work in excavation by mechanical means over area (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed for all kind of soil.

SHHEDULE 'A' PART -III (INTERNAL ELECTRIFICATION FOR PFTS) Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required(Group B wiring).

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

S/F 3 pin 5/6 amp socket outlet on the existing switch box/cover incl connections etc as reqd.

S/F 5/6 amp switch piano type on the existing switch box/cover incl connections etc as reqd.

S/F 15/16 amp switch piano type on the existing switch box/cover incl connections etc as reqd.

S/F 6 pin 15/16 A socket outlet piano type on the existing switch box/cover incl connections etc as reqd

Supplying and fixing brass/insullated batten/angle holder incl connections etc as reqd

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required

Supplying and fixing 2+6 way, double door, signle pole and netural, sheet steel, MCB distribution board, 240 volts, on surface /recess, complete with tinned copper bus bar, netural bus bar, earth bar, din bar, interconnections, powder painted incl earthing etc. as reqd (but without MCB /RCCB/Isolator).

Supplying and fixing 32 amps rating, 240/415 volts "C" curve, minature circuit breaker suitable for inductive load pf single pole in the existing MCB /RCCB/Isolator).

Supplying and fixing 63 amps rating, double pole 240volts , isolator in the existing MCB DB complete with connections, testing and commissioning etc as required.

Earthing with GI earth plate 600mm x 600mmx6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7m long etc with charcoal /coke and salt as reqd.

Supplying and drawing 2x6 sq mm of FR PVC insulated copper conductor, single core cable in the existing surface /reccessed steel/PVC conduit as reqd.

SCHEDULE 'A' PART -IV (Sanitary Installation & Water Supply for Toilet Block & Bath Block) S/F 1100 volts grade twin core copper conductor 6 sqmm cable PVC insulated served with inner sheathing of pVC tape sheathed in service connections supended by insulating hangers not more than 1 mtrs apart including 4mm suspension wie , one twin core cable flat or circular.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

Providing and fixing toilet paper holder C.P. brass.

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 , 15 mm nominal bore.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes using 110 mm diameter.

Providing and fixing PVC TEE 110 mm dia.

Providing and fixing PVC bend 110mm dia.

ditto as per above item but for 75 mm dia pipe.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball 20 mm nominal bore, 120 mm long, weighing not less than 198 gms.

Providing and fixing brass stop cock of approved quality 15 mm nominal bore.

Providing and fixing brass stop cock of approved quality 20 mm nominal bore.

SHHEDULE 'A' PART -V (SEPTIC TANK 50 USER) Constrution of Spetic tank 50 User as per HQ 27 Sector Assam Rifles Drawing No DMR/Engr/2010/158 Sheet No.1/1 and Schedule.

SHHEDULE 'A' PART-VI(MAN HOLE) Constrution of Man Hole as per HQ 27 Sector Assam Rifles Drawing No DMR/Engr/2010/140 Sheet No.1/1 and Schedule.

SHHEDULE 'A' PART-VII (SOAK PIT) Constrution of Soak Pit as per HQ 27 Sector Assam Rifles Drawing No DMR/Engr/2010/157 Sheet No.1/1 and Schedule.

SHHEDULE 'A' PART-VIII (SCREEN WALL Earth work in excavation by mechanical means (Hydraulic excavator) /anual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kinds of soil.

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.

SHHEDULE 'A' PART IX (Footpath) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge All kinds of soil.

Supplying and stacking at site 63mm to 45mm size stone aggregate.

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) All work up to plinth level .

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed Ordinary cement without any pigment , including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

SCHEDULE 'A' PART - IX(WATER STAGING) Constrution of Steel Water staging as per Sector Assam Rifles Drawing No DMR/Engr/2006/42 Sheet No.1/1 and Schedule.

SCHEDULE 'A' PART - XI(Retaining Wall ) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge for all kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).

Providing and laying cement concrete 1:2:4 in coping with necessary form work in retaining walls.

Pointing on stone work with cement mortar (1:3) raised and cut pointing.

Supplying and stacking at site 63 mm to 45 mm size stone aggregate.

Providing and laying in position cement concrete of 1:3:6 for weep hole.

Providing and laying PVC Pipe 110 mm diameter.

Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).

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