PROVN OF XXXXXX SHOP, GUARD DETENTION ROOM AND LIGHTING CONDUCTOR TO BLDG NO T-239 (QUARTER GUARD) AT ZAKHAMA MILITARY STATION

Amount

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed.

Removal of excavated material [Soil] to a distance exceeding 250 m but not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil etc complete all as specified and as directed.

All as per item No 03 above but depth exc 1.5m but n.exc 3m complete all as specified and as directed.

Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded aggregate) as in foundations filling and mass concrete complete all as specified and directed.

Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregates) for beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

Material and labour for Reinforced cement concrete (design mix) in M-25, (20 mm graded aggregate) in columns/pillars complete all as specified and as directed. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

M & L for RCC M-25 Design Mix, using 20mm graded stone aggregate as in Chajjas and the like complete all as specified and as directed. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

Supply & Fixing Reinforcement using TMT steel bars,Fe500, 10mm dia and over, cut to length,bent to shape required,including cranking bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded all as specified and directed.

Supply & Fixing Reinforcement using TMT steel bars, Fe 500, 6 to 8mm dia 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.

Supply & Fixing Reinforcement using TMT steel bars, Fe 500, of 5mm dia and over upto includig 10mm dia in stirrups spacers and binders 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.

Material and labour treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed.

Material and labour treating the soil under plinth protection at the rate of 5 litres of ATT chemical emulsion per square metre of surface area complete all as specified and directed.

Material and labour treating the top surface of filled earth at the rate of 5 litres of ATT chemical emulsion per square metre of surface complete all as specified and directed.

Material and labour treating the backfill in contact with foundation at the rate of 7.5 litres of ATT chemical emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed.

Material and labour for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surfaces of concrete, flat complete all as specified and as directed.

Material and labour for use and waste of form work to sides of pillars, posts, struts, piers, piers, columns and stanchions of square, rectangular or polygonal shape with rough finished surfaces of concrete complete all as specified and as directed.

Material and labour for use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc with rough finished surfaces of concrete flat complete all as specified and as directed.

Material and labour for formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as specified and as directed.

Material and labour broken stone or boulders hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed.

Material and labour Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.

Material and labour for 25mm thick PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in as in sub base, finish the surface even and rough to receive topping layer complete all as specified and as directed.

Material and labour for 75mm thick cement concrete 1:4:8 type D2 (40mm graded aggreded) as in sub base, finish the surface even and rough to receive topping layer complete all as specified and as directed.

Material and labour for 40mm thick damp proof course in cement concrete 1:2:4 type B0 (12.5mm graded aggreded) to horizontal/vertical surfaces including necessary formwork complete all as specified and as directed.

Material & Labour for machine cut Kota stone slab flooring using 20 to 25mm thick slabs, laid and jointed with grey cement slurry mixed with a admixture of pigment to match shade of slab including rubbing and polishing to smooth mirror finish all to required sizes, the size and design / pattern of slabs shall be as directed, including diagonals, inlays, borders, margins in two or more shades of slabs including screed bed of mortar 20 mm thick in Cement Mortar 1:4 complete all as specified and as directed.

Material & Labour for machine cut kota stone slab as in riser of steps, skirting, dado etc. using 20 to 25mm thick slabs laid and jointed with grey cement slurry mixed with a admixture of pigment to match shade of slab including rubbing and polishing to smooth mirror finish all to required sizes, the size and design / pattern of slabs shall be as directed, including borders, margins in two or more shades of slabs over and including rendering of 10mm thick in cement mortar 1:3 complete all as specified and as directed.

Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed.

Material & Labour for rendering 15mm thick in cement mortar 1:4 including mixing with water proofing compound @ 2% weight of cement on brick masonry surface even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

Supply only integral water proofing compound (WPC) of best quality (ISI marked on packet) complete all as specified and as directed.

Material and labour for rendering 10 mm thick in CM 1:6 on fair faces of Brick masonry/Concrete surface finished even and smooth without using extra cement all as specified and directed.

Material and labour for preparation of newly plastered surface of wall and applying two coats of oil bound distemper over a coat of primer complete all as specified and as directed.

Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement Based paint over a coat of Alkali Resistant Primer complete all as specified and as directed.

Supply and fixing suspended false ceiling using E-grid 2430 180 GSM (exposed ceiling suspension system) of grid size 600mm x 600mm with main runner 38mm x 24 mm and wall angle 24mm x 24 mm using 4 mm thick High Pressure Non asbestos Fibre Cement pre painted decorative board (E-board Classic) in a grid of GI system duly suspended with 4 mm dia GI bar hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing position for light fixtures, air conditioning diffusers and ducts, sprinkler, smoke detectors etc. The main runner to be secured to structural soffit by hangers @ 1220 mm maximum c/c. The last hanger at the end of each main runner should not be placed at more than 450 mm from the adjascent wall, Flush fitting 1220 mm cross Tee to be interlocked between main runners @ 610 mm c/c so as to form 600mm x 600mm grid complete all as specified and as directed.

Material and labour for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, conforming to Fe 410-W (Gde E-250) quality-A complete all as specified and as directed.

Supply and fixing 30 mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides , smooth finish with lipping of teak wood on edges complete all as specified as directed.

Supply and fix Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded including one coat of shop primer complete all as specified and as directed.

Supply and fix Steel windows or ventilators, fixed type, with glazing bars, complete including one coat of shop primer complete all as specified and as directed.

S & F Second Class Hard Wood, plain, solid, straight Chowkats and Frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints complete all as specified and directed.

M & L for 5.5 mm thick sheet glass ordinary quality in square not exceeding 0.50 Sq.m each pane glazing with oil putty etc complete all as specified and as directed.

Supply and fixing Aluminium alloy anodised Sliding Door Bolt with hasp and staple [Bolt Type] of size 250 mm and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed.

Supply and fixing 100 mm size, heavy weight Butt Hinges, cold rolled, mild steel including fixtures complete all as specified and as directed.

Supply and fixing Aluminium anodised barrel tower bolt of extruded section and fixed 100 mm long complete all as specified and as directed.

Supply and fixing aluminium anodized handles 150mm long extruded, cast type complete all as specified and directed.

Material and labour for preparation of new wooden surface exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed.

Material & Labour for 75mm thick, PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth without using extra cement and providing necessary joints 12mm wide to the full depth of PCC at every 3 meters and every change of directions and the joints duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade any penetration and 3 parts of sand [all by weight] complete all as specified and as directed.

S & F Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Roof Trusses [framed], trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing [Beam, tee, angle, channel or flat sections] including distance pieces, cleats etc complete all as specified and as directed.

S & F Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Main and Cross Beams, Hip and Jack Rafters, Purlins where connected to common rafters, and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates etc complete all as specified and as directed.

S & F Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Plates [Plain & Chequered], Channels, Angles, square cut or notched [ordinary or counter sunk] forming holes without any attachment including fixed with Nut and Bolt / welding complete all as specified and as directed.

Supply and fixing mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc.22.5cm long but n.exc.30cm long, diameter of neck 16 to 20 mm complete all as specified and as directed.

Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated trapezoidal profie sheet steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed.

Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed.

Material and labour for preparation of new steel surfaces to receive painting over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

Supply and fixing Harrison Rails [Curtain Rails], MS Chromium plated, 20 mm dia alongwith 02 Nos. brackets, stops, rollers etc complete all as specified and as directed.

Excavating over areas, n exc 1.5 m deep and getting out in Soft / Loose soil complete all as specified and as directed.

M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.

Material & labour for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted for retaining wall, abutments and similar work, built in Cement Mortar 1:6 complete all as specified and directed.

Material & labour for Extra over granite or trap stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought face from straight edge held against the dressed surface not exceeding 20mm complete all as specified and directed.

Materials and labour for Precast PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) as in bond stone set in cement mortar 1:6 complete all as specified and as directed.

Material & labour for Raised Pointing in Cement Mortar 1:4 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed.

Supply and laying 75mm bore PVC [SWR] pipes in single piece without joint as weep hole in retaining wall complete all as specified and as directed.

Material and labour for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary use and waste of formwork complete all as specified and as directed.

Material & Labour for Hand packing with broken stone/ boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.

Material and labour for point wiring (surface type) for one light/fan/call bell point with 1.5 sqmm PVC insulated (FR-LS) unsheathed copper cable multistranded conductor 1100 volts grade controlled by one way switch including 1.5 sqmm PVC (FR-LSH) insulated unsheathed copper cable multistrand conductor 1100 volts grade for continuity earth wire connected to common earth dolly drawn through and including PVC casing caping of suitable size with all accessories and PVC rectangular boxes for mounting switch, socket and fan regulator etc complete all as specified and as directed. Note: (i) Wiring shall be done in proper colour coding using red , yellow, blue for phase, black for neutral and green for earth.

All as per item No 66 above but for 3 pin 5 Amp socket outlet point controlled by one switch socket outlet on independent board complete all as specified and as directed.

All as per item No 66 above but with 2.50 sqmm PVC insulated (FR-LS) unsheathed copper cable multistranded conductor 1100 volt grade for 3 pin,15 Amp switch Socket outlet on independent board complete all as specified and directed.

Supply & fixing Switch socket combination 2 in 1, 3 pin, 5 Amp flush type universal controlled by one switch flush type complete all as specified and directed.

Supply & fixing Switch socket combination 2 in 1, 3 pin, 15 Amp flush type universal complete all as specified & as directed.

Supply & fixing switch piano flush type (ISI marked), single pole, one way 5 Amp, 240 Volts complete all as specified and directed.

Supply & Fixing Surface & wall mounted Energy efficient LED Tube Light Fitting of 20 watt, 4 feet long, 5700 K of cool white, with extruded aluminium / CRCA housing and robust construction with necessary acrylic diffuser & integrated electronic driver, all accessories internally prewired and connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed. Note: Light fitting shall be of PF>0.95

Supply and fixing LED luminaire 600 mm x 600 mm, 36 watt, 6500K,PF not less than 0.95, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete all as specified and as directed.

Supply and fixing Integrated LED Bulk head with luminaire of 10W, 6000 K with Pressure Die Cast Aluminium Housing, IP54 protection, heat resistant glass cover, high power LEDs as light source, electronic driver and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed. Note: Light fitting shall be of PF>0.95

Supply and fixing of MCB DB SPN 4 ways, powder coated, double door, 230 Volts, including bus bar neutral link, earth bar and din rail, for fixing MCB of various rating complete all as specified and as directed.

Supply and fixing of MCB DB SPN 2 ways, powder coated, double door, 230 Volts, including bus bar neutral link, earth bar and din rail, for fixing MCB of various rating complete all as specified and as directed.

Supply & Fixing of MCB SPN of capacity 6-32 Amps, 240 V, 10 KA 'C' curve complete all as specified and directed.

Supply & Fixing of MCB SP of capacity 6-32 Amps, 240 V, 10 KA 'C' curve complete all as specified and as directed. Note for serial Item No. 75 to 78: MCB and MCB DB shall be of same make as approved by AGE (I).

Material and Labour for House service bracket (hook type complete with 3.0m long G.I. pipe 40mm dia Medium grade, two nos. 90 degree bends, M.S. hook and stay or guy complete all as specified and as directed.

Material & Labour for sub main wiring with two single core PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 2.5 sqmm (Nominal area) drawn through drawn through in and including 20mm dia non mettalic rigid PVC conduit with all fittings and accessories alongwith one single core green colour PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 2.50 sqmm as earth lead and connected to earth dolly complete all as specified as directed. Note : (i) 3 Runs of 2.50 Sqmm cable and one run of drawn through in and including 20mm dia non mettalic rigid PVC conduit shall be measured as one unit length.

Supply and fixing 1100 volts grade heavy duty cable PVC insulated aluminium stranded conductor of size 10 Sqmm, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular complete all as specified and as directed.

S & F Single Pointed Air Termination Copper Rod 12 mm dia and 300 mm long, fixed on base plate made of PVC including necessary fasteners fixed for Lighting Protection with necessary connections to earthing etc complete all as specified and as directed.

S & F Test Point Terminal Block made of Gun Metal or Phosphorus Bronze of size 75 X 75 X 25 mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hexagonal head screw complete all as specified and as directed.

S & F Earth continuity conductor or main earthing lead made of copper Strip of size 20 X 3.15mm, fixed to wall on batten or recess or chases or burried in ground or fixed to poles or fixed on PVC block supports with nuts, bolts and fixing screws for earthing etc. complete all as specified and as directed.

Materials and labour for earthing complete with Copper earth plate electrode 600 mm x 600 mm x 3.15 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with copper strip of 20 x 3mm size by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 40mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation in hard/dense soil, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion all as specified and as directed. Notes:- (i) Main earthing strip from earth plate electrode to rest point upto length of 7.5 meters length shall deemed to be included in the unit rate quoted against this item. (ii) On testing after completion if the desired resistenance is not obtained the contractor shall redo the earthing without any extra cost to the department.

Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised wire of 4mm dia by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 15mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on earthing set all as specified and as directed. Notes:- (i) Main earthing strip from earth plate electrode to rest point upto length of 7.5 meters length shall deemed to be included in the unit rate quoted against this item. (ii) On testing after completion if the desired resistenance is not obtained the contractor shall redo the earthing without any extra cost to the department.

M/S Yhobu Entrepreneur (BID ID -3463273)