PROVN OF SECURITY WALL UNDER GE (N) AKHNOOR

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth but not exceeding 3m depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 3m, complete all as specified and directed.

Plain cement concrete type D-2 (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed.

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 for rough finished surfaces of concrete flat, complete all as specified.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed.

Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates 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 as directed.

Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.

Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate, as in coping and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

MS TMT bars 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, complete all as specified and directed.

Mild steel TMT bars 6mm to 8mm dia, 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, complete all as specified and directed.

Preparation of newly plastered or unplastered wall surface and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and directed.

PVC (SWR) pipes, grade 'B', 110mm bore, single socketed in any length with rubber ring joints and laid in trenches/floors, complete all as specified and as directed.

Returning, filling in any kind of soil, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.

Mild steel works as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.

Preparation of new steel surfaces over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed.

Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed.

Punched tape concertina coil as per latest IS 6745-1972 with galvanised coating and punched type material as per IS deep drawn quality with galvanised coating having medium barbs fixed in position and secured to fence posts/straining Y- arm stretched to a length so as to achieve 600mm dia as in fencing including fixing with special galvanised fasteners such as J clips, C clips, U clips fixed at any height of security fence including necessary scaffolding complete all as directed. Size of Coil: 600mm dia and 2.5mm core wire thick. Type of strip: Heavy galvanised conforming to IS 1730 (1989). Type of core wire: Heavy galvanised conforming to IS 280-2006. Zinc coating to strip : 200GSM/Sqmm Zinc coating to line wire: 18 microns Tensile strength of wire: 1620 N/Sqmm. Weight: 9.00 Kg/per coil (± 5% tolerance). Stretchable length of each coil: 6m. Type of clip: Steel grade 'A' as per IS 2060 finished hot dip galvanised 20 micron. Steel strip: Width -19mm and thickness 0.5mm

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

Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete square, rectangular or polygonal complete all as specified and directed.

Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed.

Rendering 5mm thick on concrete surface in cement mortar (1:3) finished even and smooth without using extra cement, complete all as specified and directed.

Framed work such as doors and 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.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any kind of soil, complete all as specified and directed.

Removing excavated material (soil) exceeding 200m and not exceeding 250m and deposited where directed at a level not exceeding 1.50m above from the starting point, complete all as specified.

Plain cement concrete, 100mm thick, 1:5:10, type-E-2, using 40mm graded crushed stone aggregate as in sub base of floor/path/hardstandings etc; finish even and rough to receive topping layer, complete all as specified and directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. all as specified and directed.

Plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in sides of interlocking paver, rounded or hamfered on edges including use & waste of formwork, complete all as specified and directed.

PCC 1:3:6 type C-2, (using 40mm graded crushed stone aggregate) as in foundations, filling or mass concrete, complete all as specifed.

Reinforced concrete pipes, 450mm bore, class NP-3, laid and jointed with collars, complete all as specified and directed.

PCC 1:3:6 type C-2 using 20mm graded crushed stone aggregate as in surface channels and drains surface including use of form work complete all as specified and as directed.

Brick work with subclass "B" brick using old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed.

Brick work with subclass "B" bricks using old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed.

Rendering 15mm thick on fair faces of brick work or concrete surface in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed.

Removing excavated material (soil) exceeding 100m and not exceeding 150m and deposited where directed at a level not exceeding 1.50m above from the starting point, complete all as specified.

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

Add or deduct from srl item No 35 above for each 25mm girth or part there of over or under 30cm inner girth, complete all as specified.

Steel tubular swaged poles type 410 SP-31, (09 meter long), complete with cast iron base plate, final taper plug, bolts, nuts and screws as specified including painting with two coats of aluminium paint over one coat of red oxide primer and 06 Nos bands/ straps with white and red post office box colour (30 cm wide each) synthetic enamel paint at a distance 30cm from plinth block and numbering of poles with black synthetic emamel paint in 2.5 cm height including black bitumineous paint two coats on steel surface embedded in concrete foundation complete all as specified and directed. Note: (Excavation and earth work and PCC foundation concrete shall be measured and paid separately).

LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection, complete all as specified and directed.

Supply, laying, jointing, testing and commissioning aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured and overall PVC sheathed, heavy duty, 1100 volts grade in trenches/on surface of wall/ in DWC pipe including dressing and clamping the cable with MS Zinc Passivated clamps and fixing suitable thimbles/lugs including cable glands of suitable size etc; for following cross sectional area of cable complete all as specified and directed.

Cross sectional area 25 Sqmm, 4 core

Cross sectional area 16 Sqmm, 4 core

Cross sectional area 10 Sqmm, 4 core

Weather proof, flat three core PVC insulated & sheathed copper stranded conductor cables 1.5 sqmm, 3 core drawn through street light pole duly making the hole upper and down both plate and connection the street light to DB box complete all as specified and directed.

GI tubing light grade 15mm dia for cable protection including all fittings, fixed in poles/walls, floors etc all as specified and directed.

Street light bracket made out of 40mm dia, medium grade GI pipe of 1.5m length, both end hole for fixing street light/security light fitting on Steel tubular pole including MS clamps, back plates fabricated from structural steel section 50mmx6m, including nuts, bolts, washers, welding cold or hot, drilling of holes for bolts, in any shape or size including two coats of aluminium paint over a coat of red oxide primer after preperation of steel surfaces, complete all as specified and directed.

Loop in and loop out box pole mounted out door type, hot press moulded SMC junction box of inside dimension not less than 300mmx 300mm x150mm and outer dimension of 400mm x 400mm x 200mm with locking arrangement suitable for 240V, 50Hz, in and including MCB, SP, 6 Amps capacity , fixing with 4 No. Aluminium busbar of 6 Amps rating for three/single phase with neutral, painted with powder coating in siemens grey colour including clamp for fixing with steel pole, complete all as specified and directed.

Double walled corrugated (DWC HDPE) pipe of size 40mm including snap fit coupler conforming to IS14930 (Pt-II)/IS 16205 Pt-II for protection of under ground cable complete all as specified and directed.

a) Data override by SMS facility that work as per sunrise or sunset trigger or as per twilight with astro control longitude & based alongwith lux controller. b) Parameters can be set remotely using SMS queries-like Output mode, Offset Hrs, UV, OV settings. Can remotely override relay output using SMS query energy meter functionality parameter like load current, supply voltage, power, energy can be known remotely with the help of “Auto Error Code Update” onsite error can be retrieved remotely during output event. c) Manual mode operation of entire system even in case of availability of single phase present in the system. d) Having tripping on over & under voltage, over load, dead phase faults. These faults send to the operator and alert the operator to override the system. e) Auto/auto on/auto off as per user defined program settings, instant ON up to next Auto Event and Instant OFF up rot next auto event. f) Tiny on board indication for TX, RX, Network, Power indication and KWH pulse. g) Surge suppressor to protect the PLC modules form harmful spikes and lightning. h) Supply voltage -110-240 volt, AC, 50/60Hz, 160-240 volt, AC, Phase, 4 wire {P-N}, 50/60Hz, supply variation-20% to +15%, storage temperature-10 degree centigrade to + 60 degree centigrade, operating temperature -10 degree centigrade to + 50 degree centigrade, switching contacts-9 No. 8A {resistive load} @ 240 volts, AC and 5A {resistive, load} @ 30 volts, DC, power reserve { for clock only} 1000h, clock deviation ± S 1 per day over the operating temperature range DST-settable, EMI/EMC radio interference suppression-CISPR 14-1 class B, ESD-IEC 61000-4-2 level III, electrical fast transients, IEC 61000 4-4 level IV, surges-IEC 61000-4-5 level IV, voltage Dips & interruptions –IEC 61000-4-11 all 7 levels.

Earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6mm buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5m below normal ground level connected with galvanized iron earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete with 15mm dia GI light grade protection pipe, 20mm dia GI medium grade watering pipe with funnel including charcoal, dust, salt, PCC M-15 type B1 in pit with angle iron (25x25x3)mm frame work with precast RCC 1:2:4 type B-1 cover reinforced with 8mm dia TMT bars @ 150mm C/C both ways and 12mm dia MS fabricated handle, test point etc. in and including light grade GI protection pipe 20mm bore up to 7.5m length for drawing in earth lead wire, all as shown in electric plate No. 3 of SSR Part-I complete with necessary earth work in any type of soil, removal of soil to a distance not exc. 50m, testing on completion complete all as specified and directed. Note:- On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction.

Supplying, installing, testing & commissioning high galvanized mast light 15m height including mounting 9 lanterns symmetrically of 150 Watt LED Flood Light fitted alongwith their control gear with motorized control panel and photoreceptive based control panel for controlling the timing of High Mast Light . The mast shall include a two - point suspension system with stainless steel wire rope of 6mm dia 97/19 guage and double drum winch with luminaire mounting arm, pully assembly, aviation obstruction light, lightning arrester, spike including RCC foundation as per manufacture instruction, complete all as specified and directed.

Earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6.0mm thick buried directly in ground ( earth pit not less than 2.25 mtr below normal ground level ) with top edge plate not less than 1.5 metre below normal ground level connected to galvanized earth strip of size (32x6)mm as earthing lead by means of bolts, nuts, chuck nuts and washers of galvanized iron earth lead with 15 cm thick alternate layers of charcoal dust & common slat including PCC pit in PCC 1:2:4 type B-1, RCC cover made out of cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with TMT steel bars 8 mm dia @150 mm c/c both ways with suitable handle and angle iron (40x40x5)mm frame, GI medium grade watering pipe 20mm bore and funnel with wire mesh, light grade protection pipe 40mm bore up to main board complete as shown on electrical plate No 3 of MES Sch 2009 (Part-I) and testing on completion complete all as specified and directed. Note: - On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction.

LED flood light 100 watt 230V, AC, outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp, complete all as specified and directed.

M/S Devinder Singh Pawar (BID ID -3485434)

SHARMA CONSTRUCTION COMPANY (BID ID -3488367)

M/s Sekinder Paul Sharma (BID ID -3488593)

M/S KIRAN CONSTRUCTIONS (BID ID -3492481)

M/S KEWAL KRISHAN SANJEEV KUMAR VAID (BID ID -3488451)