PROVN OF HARDSTANDING, BLACKTOP ROAD AND OTHER ALLIED WORKS AT SUNJUWAN MIL STN UNDER GE JAMMU

Amount

EARTH WORK Earth work in excavation over areas in any type of soil by mechanical means (Hydraulic excavator) (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 1.5m, complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No. 01 here-in-before but for each additional exceeding 1.5m or part thereof in depth beyond the first 1.5 metre.

Excavation over area not exceeding 1.5 m deep and getting out in hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavation over area exceeding 1.5 m and not exceeding 3.0m deep and getting out in hard dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches in any type of soil not exceeding 1.5 metre in width & not exceeding 1.5 metre in depth and not exceeding 10sqm on plan in any type of soil and getting out complete all as specified and as directed by Engineer-in-Charge.

Forming embankments including raising (or lowering) earth,spreading in layers not exceeding 30cm thick,watering, ramming/rolling and finishing to required size,shape, etc, not exceeding 1.5m high from base complete all as specified and as directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.

Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in, soil 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 to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

B & R WORKS Plain Cement Concrete, M-10 (1:3:6), type C-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

Walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Precast Cement Concrete, M-10 (1:3:6), type C-1 (using 20mm graded crushed stone aggregates) as in Bond stones, set in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Plaincement concrete, M-15 (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) as in lintels upto 1.5m clear span, cills steps; seimic and other similar bands, plinth corses, string courses, lacing courses parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles, throating & necessary form work, complete all as specified and as directed by Engineer-in-Charge.

Extra over stone walling for hammer dressing not exceeding 40mm (front face only) lime or sand stone complete all as specified and as directed by Engineer-in-Charge.

Raised pointing to random rubble stone masonry, coursed, or uncoursed, brought upto courses in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Boulder filling dry, hand packed as back fill to retaining wall complete all as specified and as directed by Engineer-in-Charge.

Supply only 75mm bore low density polyethylene pipe PVC SWR of pressure rating 6kg/Sq. cm laid for the purpose of weep holes complete all as specified and as directed by Engineer-in-Charge.

Treating the bottom and sides of excavation @5 litres of emulsion per square metre of surface area complete all as specified and as directed by Engineer-in-Charge.

Treating the back fill in contact with foundation @7.50 Litres of emulsion per Sqm of vertical surfaces (area sub-structure in contact with back fill to be measured) complete all as specified and as directed by Engineer-in-Charge.

Treating the top surfaces of filled earth (as in under floor or plinth protection/steps/ramps etc) @5.0 Litre of emulsion per Sqm of surfaces area complete all as specified and as directed by Engineer-in-Charge.

Treating the soil along with external perimeter of building @2.25 Litre of emulsion per RM of the perimeter wall complete all as specified and as directed by Engineer-in-Charge.

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 by Engineer-in-Charge.

Reinforced Cement Concrete, M-25 (Design mix) (using 20mm graded crushed stone aggregates) as in Columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge.

Reinforced Cement Concrete, M-25 (Design mix) (using 20mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintel over 1.5m span complete all as specified and directed by Engineer-in-Charge.

Reinforced Cement Concrete, M-25 (Design mix) (using 20mm graded crushed stone aggregates) as in slabs supported on walls beams and columns in floors, roofs, landings, balcony, canopies, deck slabs and in slaves and like complete all as specified and directed by Engineer-in-Charge.

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 by Engineer-in-Charge.

Reinforced Cement Concrete, M-25 (Design mix) (using 20mm graded crushed stone aggregates) as fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade, and the like complete all as specified and as directed by Engineer-in-Charge.

Reinforced Cement Concrete, M-25 (Design mix) (using 20mm graded crushed stone aggregates) as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres complete all as specified and as directed by Engineer-in-Charge.

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 complete all as specified and as directed by Engineer-in-Charge.

Formwork to sides of pillars, posts, struts, piers, columns square, rectangular or polygonal fair finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

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 fair finished complete all as specified and as directed by Engineer-in-Charge.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar works not exc 20cm wide and sides of PCC/RCC bands exc 10cm but n.exc 20cm wide with fair finished complete all as specified and as directed by Engineer-in-Charge.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter with fair finished complete all as specified and as directed by Engineer-in-Charge.

Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) with fair finished complete all as specified and as directed by Engineer-in-Charge.

TMT bars 10 mm dia & 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 chip with deep quality conforming to FE 500/FE 500-D complete all as specified and as directed by Engineer-in-Charge.

TMT bars 6 to 8mm dia & 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 chip with deep quality conforming to FE 500/FE 500-D complete all as specified and as directed by Engineer-in-Charge.

Mild steel bars 5mm dia and over upto and including 10mm 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 as directed by Engineer-in-Charge.

Brickwork with Old size Brick straight or curved on plan exceeding 6m mean radius built in CM (1:6) brick crushing strength not less than 75 kg/sqaure cm complete all as specified and as directed by Engineer-in-Charge.

Rendering 10 mm thick on other than fair face of brick work or concrete surface CM (1:6), finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surface in CM 1:4 (with water proofing compound, WPC measured & paid seprately), finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

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

Rendering 5 mm thick on concrete surface as in columns, RCC walls, fins etc in cement mortar (1:4), finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Three coats of white wash on surface of wall including preparation of new plastered surface complete all as specified and as directed by Engr-in-Charge.

Three coats of white wash on surface of ceiling including preparation of new plastered surface complete all as specified and as directed by Engr-in-Charge.

Preparing newly plastered surfaces of wall and applying two coats of cement base paint over a coat of white wash complete all as specified and as directed by Engineer-in-Charge.

Preparation of new or previously untreated surfaces of steel of any description not otherwise described over 10cm width or girth & 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.

Sand filling under floors or in foundation including watering & consolidating complete all as specified and as directed by Engineer-in-Charge.

75mm thick , PCC M-10 (nominal mix) type C-2 (using 40mm graded crushed stone agrregates) as in sub-base to floor complete all as specified and as directed by Engineer-in-Charge.

20mm thick screed bed or bedding layer in CM 1:4 for laying floor finishes complete all as specified and as directed by Engineer-in-Charge.

10mm thick screed bed or bedding layer of mortar in CM 1:3 as on vertical surfaces for laying wall finishes complete all as specified and as directed by Engineer-in-Charge.

Brushing neat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by Engineer-in-Charge.

Machine cut kota stone slab flooring, 20-25mm thick over cement screed bed, laid & jointed wth grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No.53 here-in-before but on vertical surfaces such as in riser, skirting etc. complete all as specified and as directed by Engineer-in-Charge.

Terazzo tiles 25cm x 25cm x 22cm thick with size of chips upto 6mm set jointed and pointed in neat cement slurry in floors, cut and polished with grey cement and pigments complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No. 55 here-in-before but on vertical surfaces such as in riser, skirting etc. complete all as specified and as directed by Engineer-in-Charge.

Rendering 10 mm thick on fair faces of brick work or concrete surface in CM 1:4 (with water proofing compound, WPC measured & paid seprately), finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Supply only liquid water proofing compound/ admixture, ISI marked complete all as specified and as directed by Engineer-in-Charge.

Screed bed or bedding layer of mortar (1:6), 15 mm thick for laying floor finishes complete all as specified and as directed by Engineer-in-Charge.

Cement concrete tiles 25cm x 25cm x 22mm thick, machine pressed, set & jointed in neat cement slurry as on roof complete all as specified and as directed by Engineer-in-Charge.

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 complete all as specified and as directed by Engineer-in-Charge.

FIRE POINT Hardcore of guage not exceeding 63mm, desposited, spread and levelled in layers not exceding 15cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.

Brick work with old size bricks having crushing strength not less than 75kg/sqcm straight or curved on plan exceeding 6m mean radius with old size bricks built in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

40mm thick Plain Cement Concrete M-15, type B-1 (using 20mm graded crushed stone aggregates) as in flooring finished even and smooth using extra cement complete all as specified and as directed by Engineer-in-Charge.

Plain Cement concrete M-15 (Nominal mix), type C-2 (using 40mm graded crushed stone aggregates) for fixing Post (including caps & bases) etc. complete all as specified and as directed by Engineer-in-Charge.

MS work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1239 (Part I - 1990) complete all as specified and as directed by Engineer-in-Charge.

MS work as in Roof trusses (Framed), purlins, rails and heavy bracket frame (beam, tee, angle, channel or flat section) including distence pieces, cleats etc Gde Fe-410-S complete all as specified and as directed by Engineer-in-Charge.

0.63mm thick CGI sheeting, CI-4 with two corrugation side lap, fixed with 'L' type or 'J' type cranked hook, bolts washers in roof complete all as specified and as directed by Engineer-in-Charge.

0.80mm thick mild steel plain, black sheet as in ridge, hip valley gutter, drip and straight flushing (length & girth as fixed) fixed with 'L' type or 'J' type cranked hook bolts complete all as specified and as directed by Engineer-in-Charge.

ROAD WORK Rolling & consolidating of formation surfaces in cutting/filling of helipad with 8 to 12 tonne complete all as specified and as directed by Engineer-in-Charge.

Laying and compacting 150mm (compacted thickness) granular sub base course (GSB) grading as per Grade I as specified table 400-1 of MoRTH & H specifications for road & bridge work, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor graded of adequate capacity, and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed by Engineer-in-Charge.

Laying & compacting 150m thick (compacted thickness) Wet Mixed macadam (WMM), laid in two layers of 75mm each grading as per table 400-13 of MoRTH specification for road and buildings works 2013 manufactured in WMM plant, comprising of clean, crushed, graded aggregates and granular material premixed with water to a dense mass, spreading using sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight consolidated to required gradient and camber complete all as specified and directed. Note:- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.

Preparing unsurfaced wet mix macadum surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags or mechanical air compressor to remove all loose dirt etc complete all as specified and as directed by Engineer-in-Charge.

Applying evenly a priming/tack coat with bitumenous primer at 10 Kg per 10 Sqm of paving Bitumen complete all as specified and as directed by Engineer-in-Charge.

Bituminous premixed semi dense asphaltic concrete, 40mm thick (consolidated thickness) with 5.5% binder content by weight of total mix, rolled and campacted to required camber and gradient complete all as specified and as directed by Engineer-in-Charge.

Continuous brick edging with old size bricks with width equal to width of brick, laid dry on edge vertically etc including all necessary excavation and earthwork required at site complete all as specified and as directed by Engineer-in-Charge.

Stainless steel round road delineator having reflector type red/yellow colour in plastic body protected in side polycarbonated sheet, protected with powder coated wiremesh cage system mouted as approved by Engineer-in-charge complete all as specified and as directed by Engineer-in-Charge.

Reflective type cat eye having colour red/yellow to a side, casted aluminium alloy of size 100x100x20mm with built in steam of suitable length for fixing with protected in side as approved by Engineer-in-charge complete all as specified and as directed by Engineer-in-Charge.

Providing & applying 2.5mm thick road marking strips (retro-reflective) of specifed shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe heated, driven by experienced operator on road surface including cost of material, labour, T&P , cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as per direction of Engr-in-charge and accordance with applicable specification complete all as specified and as directed by Engineer-in-Charge.

PCC HARDSTANDING 100mm thick PCC M-10 (1:3:6), type C-2 (using 40mm graded crushed stone aggregates) as in floor/sub-base to floor complete all as specified and as directed by Engineer-in-Charge.

Cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400kg of cement per cubic metre, complete all as specified and as directed by Engineer-in-Charge.

Forming construction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade 'A'complete all as specified and as directed by Engineer-in-Charge.

Forming construction joints 30mm deep x 10mm wide filled with sealing compound Grade 'A'complete all as specified and as directed by Engineer-in-Charge.

Forming 12mm thick Expansion joints filled with Pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, grade 'A' complete all as specified and as directed by Engineer-in-Charge.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railing, opening in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete all as specified and as directed by Engineer-in-Charge.

RCC CULVERT 50mm thick Plain Cement Concrete (M-15), type B1 (using 20mm graded crushed stone aggregates) as in flooring, finished even and smooth w/o using extra cement complete all as specified and as directed by Engineer-in-Charge.

PATH Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc; of required strength, thickness & shape/ size, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding /laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrater, filling the joints with sand and cutting of payer blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-Charge.

AREA DRAINAGE Plain Cement Concrete, M-10 (nominal mix), type C-2 (using 40mm graded crushed stone aggregates) as in surface channel and drains complete all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finished drain or drain channel 30cm inner girth in CM using extra cement including forms moulds mitred stopped ends etc.complete all as specified and as directed by Engineer-in-Charge.

Add or deduct for each 25mm girth or part thereof of over or under 30cm complete all as specified and as directed by Engineer-in-Charge.

STEEL GATE WITH RCC PILLARS & CHAIN LINK FENCING Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified and as directed by Engineer-in-Charge.

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, basulters nosing to steps including embedding in concrete and scewing etc wind ties for roof including security bolts; complete all as specified and as directed by Engineer-in-Charge.

10mm dia 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 hexagnal or sqaure nut, n exc 5cm long complete all as specified and as directed by Engineer-in-Charge.

Galvanized 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 crossing with and provision of galvanised mild steel wire, staples or steel pins, etc.,complete all as specified and as directed by Engineer-in-Charge. (each line wire to be measured)

Supply only Chain link MS galvanized fencing, any size or type complete all as specified and as directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining, bolts, etc including provision of binding wire complete all as specified and as directed by Engineer-in-Charge.

IMS angle of size 75x75x10mm as in post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc conforming to Fe-410 or Fe-310 complete all as specified and as directed by Engineer-in-Charge.

Supply only 25mm bore, GI pipe, medium grade complete all as specified and as directed by Engineer-in-Charge.

Supply only 20mm bore, GI pipe, medium grade complete all as specified and as directed by Engineer-in-Charge.

INTERNAL ELECTRIFICATION Point wiring for one light point /fan/call bell point controlled by one 5 Amp switch with 1.5 sqmm single core multristranded copper conductor FRLS, PVC insulated (unsheathed) heavy duty cable including continuous earth wire of size 1.5 sqmm copper conductor multistranded FRLS, PVC insulated (unsheathed) drawn into and including new concealed PVC rigid conduit 1.8mm wall thickness ISI marked including modular galvanised flush boxes of suitable size and white cover plate with frame as per relevant IS for mounting switches, sockets, fan regulators etc complete all as specified and as directed Notes:- (a) Wiring shall be done by using proper colour coding including making disturbed surafces good. (b) Earth wire shall be of green colour. (c) On RCC roof/ ceiling PVC conduit shall be provided on surface with proper fixing clamps all as directed by Engineer-in-Charge.

All as per item No 100 here-in-before but for 5 Amp socket outlet on same board complete all as specified and as directed .

All as per item No 101 here-in-before but for one 6 pin socket outlet 15 Amps on independent board with cable 2.5 sqmm size complete all as specified and as directed .

Modular switch socket outlet, 3 pin 5 amp, flush type 3 module, 240 volts ISI marked complete all as specified and directed.

Modular switch 1 way 6A, 1 module, 240 volts ISI marked complete all as specified and directed.

Modular switch socket combination 16A, 6 pin, 3 module, 240 volts ISI marked complete all as specified and directed.

LED lights fitting 1 x 20W, 220V, AC decorative box type (4' ft long) with LED rod 20 watt, 230Volts 50 Hz.complete with LED tube rod 20 watts driver, holder and power factor >0.95, 100 Lumen/Watt, 6500K cool day type conforming to ISI including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.

Lamp folder, PVC/Polycarbonate type with back plate suitable for batten fittings complete all as specified and directed..

Self ballast LED retrofit lamp with PVC body and PC diffuser 9 watt, 230 volt, 6500K complete all as specified and directed.

Wall mounted electric fan corded type ABS plastic material, 400mm sweep, 50 Watts, 230 Volts complete all as specified and directed.

Distribution board when MCBs to be used, made of 2mm thick stainless steel sheet metal enclosure, powder coated for MCB with 200 amps rated copper bus bar and neutral link earthing stud SPN 4 way, 240 volts, double door complete all as specified and directed by Engineer-in-Charge.

Earthing complete with Galvanised steel earth plate electrode of size 600 x 600x 6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below GL) with top edge of the plate not less than 1.5 m below the normal ground level connecting to Galvanized earth lead wire 4.00mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel as shown in elctrical plate no 5 of SSR Part-1 including necessary excavation and earth work, GI pipe 20mm dia, light grade for watering and GI 15mm dia light grade pipe for protection of GI earth wire etc, PCC chamber with RCC cover in cement concrete 1:2:4, type B1 (using 20mm graded cushed stone aggregates), funnel, wire mesh, charcoal, dust, salt layers each layer thickness should be 15cm (layer start from below yhe electrode plate to above plate), etc connected to DBs/LT panel etc as indicated including testing complete all as specified and as directed.

Miniature circuit breaker (MCB) SPN 32 AMP, 240 V, 10 KA, 'B' curve in the MCB DB complete with connection, testing and commissioning complete all as specified and as directed.

EXTERNAL WATER SUPPLY & FIRE FIGHTING SYSTEM Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of 50mm dia, complete all as specified and as directed.

GI steel water tubing, medium grade, 50mm bore with all fittings, laid in trenches complete all as specified and as directed.

GI steel water tubing, medium grade, 80mm bore with all fittings, laid in trenches complete all as specified and as directed.

Fire pump diesel engine driven horizontal end suction, centrifugal type conforming to IS-12496 : 1988 with CI casing, bronze impeller and stainless steel shaft mounted on heavy duty, bearings suitable FOR continuous operation with 'range of operation' 0% to 150% of rated capacity for 440V, 3 phase, 50 Hz AC supply 70m Head, 1620 LPM discharge complete all as specified and as directed.

Hose reel drum 36m length complete all as specified and as directed.

Hose box made of 18 gauge MS Sheet 800mm x 600mm x 250mm with double door with 4mm thick glasses and door frame made of 16 gauge MS Sheet painted fire rec out side and brillant white inside yard complete all as specified and as directed.

Supply and fixing Yard hydrant Post/ Stand post 80mm Dia GI/ MS both flanged type 1.5m Height complete all as specified and as directed.

Branch pipe gun metal 63mm instantaneous inlet, made threaded outlet, 15mm bore nozzle short complete all as specified and as directed.

EXTERNAL ELECTRIFICATION Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-31, 9 metre long including providing synthetic enamel aluminium paint over one coat of red oxide and black and yellow strips with synthetic enamel paint 30cm each alternatively upto 1.5 metre above the coping of pole starting with black strip complete all as specified and as directed.

Bracket for fixing of security light fittings, bend to shape, made out of 40mm dia, GI pipe medium grade upto 1.2mtr long fixed with and including two sets of MS clamp made out of flat iron of size 50mm x 6mm, fabricated to shape and fixed with nuts, bolts & washers & two coats coats of aluminium paint over a coat of red oxide primer complete all as specified and directed.

Precast Cement Concrete (1:4:8 ) type D-2 (using 40mm graded crushed stone aggregates) as in foundation of electric poles, struts, PCC blocks etc including necessary from work, complete all as specified & directed.

Precast Cement Concrete (1:3:6) type C-1 (using 20mm graded crushed stone aggregates) as in foundation of assembly, bed concrete including necessary from work and fair finish to exposed surfaces without using extra cement concrete complete all as specified, struts, PCC blocks etc including necessary from work complete all as specified & directed by Engineer-in-Charge.

LED street light, 35 watt, 230 V, AC, outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/65 protection complete all as specified and directed.

Supply , laying and testing of Cable XLPE insulated, screened PVC bedded galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminum conductor of size 16 Sqmm 4 corecomplete all as specified and as directed.

Supply , laying and testing of Cable XLPE insulated, screened PVC bedded galvanised steel strip or wire armoured, electric power cable (heavy duty) 1100 volts grade with stranded aluminum conductor of size 10 Sqmm 2 corecomplete all as specified and as directed.

Old size bricks, sub class 'B' as in cable protection cover, laid flat with width equal to length of brick complete all as specified and directed.

GI pipe "light grade" for road crossing / on wall / on pole with fixed clamps, nuts, bolts for cable protection of size 25mm dia complete all as specified and directed.

Dry river sand as cable cushioning 15cm thick layer before laying and 8cm thick over cable after laying the cable in trenches complete all as specified and directed.

PVC insulated and sheathed cable of size 2.5sqmm 3 core copper conductor multistranded 1100 volt grade 230 volts running through and including GI pipe light grade dia 15mm with GI clamping complete all as specified and directed.

Street light panel fabricated out of 2mm thick CRCA sheet outdoor type (IP-55) with angle iron base frame made of 50mmx50mmx6mm MS angle stand of minimum 600mm height for street light control with following specifications included:- A.Incomer:- 1) 63 Amps 4Pole MCCB 25KA - 01 No 2) 60Amps 4Pole Contact - 01 No 3) Astronomical type timer switch - 01 No 4) Digital multifunction meter - 01 No 5) Control MCBs - 01 No 6) Set of suitable rating 3 Nos CTs for metering - 01 No B.Outgoing:- 1) 32Amps 2Pole MCB 10KA -06Nos 2) 100Amps TPN Aluminium busbar -01 set 3) Control wiring with 1.5sqmm copper flexible wire - 01 set 4) Auto manual switch - 01 Nos 5) Push button , ON OFF LED indication - 01 set

SMC pole mounted box of size 10"x8"x4" with hinged door including clamp, nuts, bolts and washers including 01 No connector block suitable for 3 phase, 4 wire minimum 16 Sqmm cable complete all as specified and directed.

Earthing complete with galvanized steel earth plate electrode of 60 cm x 60 cm x 6 mm size, buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 m below normal ground level, connected to GI strip 32x6mm (upto 7.5m in length from earth plate ) by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate no.3 of SSR part I including necessary excavation and earth work in any type of soil PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 40 mm thick cover with MS rod 8mm dia 150mm long reinforcement, watering funnel, 40mm dia light grade pipe for protection of earth electrode 20mm dia for watering and pouring extra clay soil of qty not less than one cum into the earth pit and also removal of excavated soil not less than 50mtr from the earthing place complete all as specified and directed by Engineer-in-charge.

SMC pole mounted box of size 10"x8"x4" with hinged door including clamp, nuts, bolts and washers including 01 No MCB including 01 No single pole 10Amp, 10KA 'B' curve mounted on din rail and 01 No Connector block suitable for 3 phase, 4 wire minimum 16 Sqmm cable complete all as specified and directed.

Miniature circuit breaker (MCB), SP, 5-30 Amp, 240 V, 10 KA 'B' curve in the MCB DB cpmplete with connection, testing and commissioning complete all as specified and as directed.

M/S ARUN ANAND (BID ID -3290750)

NARESH KUMAR AND COMPANY (BID ID -3290835)