PROVISION OF MAIN ARTERIAL ROAD CONNECTING TO ROAD UNDER BRIDGE AT JAIPUR MIL STATION

Amount

M&L for Grubbing up tree exc. 30 cm but not exceeding 100cm girth trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed

Excavating over areas by mechanical means, not exceeding 1.5 metre deep and getting out in soft/loose soil complete all as specified and directed

Excavating over areas by mechanical means, exceeding 1.5 metre and not exceeding 3.0 metre deep and getting out in soft/loose soil complete all as specified and directed

Excavating in trenches by mechanical means, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation or shafts, wells, cesspits or for laying of cables or for manholes, pierholes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed.

Excavating in trenches by mechanical means, not exceeding 1.5 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth for foundation or shafts, wells, cesspits or for laying of cables or for manholes, pierholes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed. Note for item No. 2 to 5:- After commencement of work the contractor shall carryout the topographic survey through total station for the entire road length to acertain the ground level, so finalized level shall be basis of measurement of earthwork for forming embankment. The level sheet shall be jointely signed by Contractor, Engineer-in-Charge & GE and the same shall be approve by CWE. The rate quoted by the contractor shall be included of this aspects

Rough excavation not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed

Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m but n exc.3.0m high from base complete all as specified and directed

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 3m but n exc. 4.5m high from base complete all as specified and directed

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 4.5m but n exc. 6m high from base complete all as specified and directed

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 6m but n exc. 7.5m high from base complete all as specified and directed Note for item No. 8 to 12:- Soil for filling embankment shall be taken from the near by MOD land as approved and directed by GE. This aspect rate shall be included in the rate quoted by the Contractor

Removing excavated materials (soils) to a distance not exceeding 50 metre and depositing where directed at level not exceeding 1.5 metre above the starting point complete all as specified and directed

Removing excavated materials (soils) to a distance exceeding 250 metre but not exceeding 500m and depositing where directed at level not exceeding 1.5 metre above the starting point complete all as specified and directed

Removing excavated materials (soils) to a distance exceeding 500 metre but not exceeding 1.5 km and depositing where directed at level not exceeding 1.5 metre above the starting point complete all as specified and directed

M&L for rolling and consolidating formation surfaces in cutting with power roller exc. 8 tonne but not exc. 12 tonne complete all as specified and directed

M&L for 200 mm thick Soling (or sub base) in two layer 100mm thick with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed

M&L for 100 mm thick Soling (or sub base) in one layer with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed

M&L for 150 mm thick compacted thickness WMM in two layer of 75mm thick each layers, providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub base and compacting with smooth wheel roller of 80KN to 100KN weight to achieve the desired density and consolidated required gradient and camber etc complete all as specified and directed.

M&L for preparing new WMM surfaces by brushing with wire brushes and removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat of paving bitumen (VG 10) @ 10 Kg per ten Square metre complete all as specified and directed.

M&L for premix bituminous macadam mixed laid with mechanical paver and 8 to 12 tonne power roller and compacted to required gradient and camber (Consolidated thickness 75mm or less) with paving bitumen 4% binder (viscosity grade VG-30) contents complete all as specified and directed. NOTE:- (i) Work shall be executed as per designed mix (job mix formula) approved by GE. (ii) If the bitumen content as per design mix found to be less than 4%, it shall be recovered at the rate of Rs 60/- per Kg for short of bitumen. If bitumen content found to be more than 4% as per design mix same shall be provided without any extra cost to the Govt.

M&L for preparing black top Bitumiinous macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with air blown compressor to remove all loose dirt etc & applying evenly a priming tack coat with bituminous primer VG-10 @ 5 Kg per 10 Sqm etc including providing bituminous premix asphaltic semi dense concrete 40 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed.

M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 5 Kg per 10 Sqm etc including providing bituminous premix asphaltic semi dense concrete 30 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed. NOTE for item No. 22 & 23: - (i) Work shall be executed as per job mix formula approved by GE. (ii) Bitumen content as per design mix is found to be less than 5.5%, the short of bitumen shall be recovered at the rate of Rs 60/- per Kg and no adjustment shall be made if the bitumen content as per design mix found to be more than 5.5% same shall be provided without any extra cost to the Govt. complete all as specified and directed.

M&L for cleaning and preparing the road surfaces for road marking with reflective thermoplastic white/yellow road marking paint conforming to BIS 3262, laid through road marking machine in a layer painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10 cm wide with road marking paint, white or golden yellow of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.etc complete all as specified & directed.

M/L for preparation of newly plastered / stone kerbs/concrete surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of wall primer etc complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required etc. complete all as specified and directed.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed Make: Dark Eye model DA-952GP or equivalent make as mentioned in appx "B" of particular specifications.

S&F solar cat eyes (studs) made of aluminium di-casted body, 100% waterproof, both side reflectors, designed according to IP 65 of size 125mm x 125mm x 25mm with shank not less than 60mm length, high efficiency mono crystalline solar panel (2.5 V/0.3 watt), one Ni-Mh or Ni-cd rechargeable battery (1.2 V/1600 MA) having si80x super bright LEDs with 10000 to 18000 mcd (millicandela) view distance upto 1000 metre and flush road bearing capacity 10 MT, fixing in road by drilling a hole and with epoxy hardener etc as per manufacturer’s instructions at the location etc complete all as specified and directed. Make: Dark Eye model DHRUV or equivalent make as mentioned in appx "B" of particular specifications.

Excavation in post holes (or similar holes) in soft and loose soil each n exc. 0.5 Cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified and directed.

M&L for PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in sub base, foundation, filling and mass concrete etc. including necessary formwork complete all as specified and directed.

M&L for PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in surface channels and drain pipes bed for hume pipe etc. including necessary formwork complete all as specified and directed.

M&L for Pre-painted galvalume aluminium zinc coating GI based corrugated 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 complete all as specified and directed.

S&F rolled mild steel work 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.(Light channel 200x75x10mm thick) conforming to fe-410W Gde E-250 quality ‘A’ complete all as specified and directed.

Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign made of 1.5mm thick aluminum sheet / 3mm aluminum composite material, face to be fully covered with class B Type-IV High Intensity Micro Prismatic Grade Sheeting as defined in IRC: 67-2001 having approved massages e.g. letter numerals, symbols/ legend/ arrow etc. in regional and/or Hindi and/or English as per drawing and technical specifications for road and bridge works (fourth Revision). The sign plate will be fixed with minimum 6mm dia aluminum rivets back supported on a mild steel angle iron frame 35x35x5 mm and one vertical mild steel post of NB 65 dia pipe (height from crown level of the road and bottom of the sign board shall not be less than 2.10m) firmly fixed to the ground by means of properly designed foundation with M-15 PCC 45cmx45cmx60cm below ground level as per approved drawing including painting on vertical post as per specification as followings

(a) S&F triangular 900mm more colours road traffic signs complete all as specified and directed.

(b) S&F octagon 900mm side complete all as specified and directed.

(c) S&F object hazard (30cmx90cm) Hazard marker board complete all as specified and directed.

Supply & installation of Geocell having cell height 75mm on the sides of embankment for slope protection securing adjoining cells at suitable intervals by using steel staples (min 3 staples per joint), securing these expanded cells to the slope using J-Hooks at 1m C/C in both directions, tightening these geocells by using high strength PET Tendons at horizontal spacing of 1m C/C, anchoring the bottom edges in toe wall & top edges in trench on shoulder by excavating a trench of size 350mm wide x 450mm deep and infilling the trench with GSB material and finally infilling the whole arrangement by 100mm top soil & applying vegetative doob grass for turfing complete all as per specifications of IRC SP: 59-2019 and as specified and directed by Engineer-in-Charge.

Supply & installation of Geocell having cell height 75mm in pavement on the top of subgrade as per typical X- section, securing adjoining cells at suitable intervals by using steel staples (min 3 staples per joint), securing these expanded cells to the subgrade using J- Hooks at 1m C/C in both directions, tightening these geocells by using high strength PET Tendons at horizontal spacing of 1m C/C, complete all as per specifications of IRC SP: 59-2019 and as specified and directed by Engineer-in-Charge. Note For item No. 35 & 36:- 1. All the material & installation process to be strictly as per specifications of IRC: SP-59: 2019. 2. Rate quoted shall be inclusive of all the material labour & equipment’s necessary for satisfactorily installation. Top soil can be obtained from excavation items in schedule.

3. Geocell shall be made of perforated textured HDPE, stabilized with Carbon Black whose density shall be 0.935 -0.965 g/cm3 in accordance with ASTM D1505. ESCR shall be minimum 5000hrs in accordance with ASTM D1693 and UV Stabilization with Carbon Black content should be minimum 1.5% by weight as per ASTM D1603. Long term peel strength should be in accordance with EN-ISO-13426-1, Method B. The Polythene strips sheet thickness shall be minimum 1.5mm, measured as per ASTM D5199, with a textured surface density of 22 to 31 per cm2. All other specification shall conform to relevant clauses/tables of IRC SP-59: 2019. 4. Staples used for securing adjoining cells shall be heavy duty galvanized steel 25mm wide x 25mm long, 1.40 x 1.60mm wire diameter. 5. J-Hooks used in installation shall be galvanized iron having 8mm dia 450mm long steel bar having curve of 75mm. 6. Tendons used shall be nylon cable ties having 6mm dia. 7. The work will be measured & paid as the number of sqm of slope protection satisfactorily furnished and installed excluding overlaps. 8. Make of the same items shall be approved by Accepting Officer

M&L for Reinforced concrete pipes, class NP3, laid and jointed complete with collars of size 600mm bore of pipe complete all as specified and directed. (Note:- PCC laying/bedding shall be measured and paid in respectively item)

Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Demolition of Cement Concrete(Un-reinforced) of any description and in any position not otherwise specifically provided for and debris for filling in low lying area complete all as specified and directed.

M&L for PCC type D-2, (1:4:8) using 40mm graded stone aggregate as in sub base, foundation, filling and mass concrete, foundation of pole etc. complete all as specified and directed.

M&L for 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 finishes surface of concrete (Box and wing wall) etc. complete all as specified and directed.

M&L for RCC M-35 design Mix (RMC) (20mm graded stone aggregate) Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, under reamed piles and mass concrete etc. complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately under respective item of BOQ.

M&L for RCC M-30 design Mix (RMC) (20mm graded stone aggregate) Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, under reamed piles and mass concrete etc. complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately under respective item of BOQ.

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

M&L for RCC M-30 (design Mix) (RMC) (20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc. complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately under respective item of BOQ.

M&L Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) , fair finished to concrete , flat complete all as specified and directed.

M&L for RCC Design mix M-35 (RMC) (20mm graded aggregate) as in box type culvert, Beams, cantilevers,lintels, columns pillars,piers, posts, struts,chullah hoods, stair case,arches, domes, vaults,shell roofs, arch ribs,folded plates, slabs,balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately under respective item of BOQ.

M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns hocking ends and binding/welding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.

M&L for mild steel TMT bars 8mm dia cut to length, bent to shape required including cranking, bending spirally for hooping for columns hocking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

M&L for Walling of squared rubble, brought upto courses well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.

Keyod pointing to random or polygonal rabble, un-coursed or brought up to course in cement mortar 1:4 complete all as specified and directed.

M&L Providing, cement concrete type C-1 (1:3:6) 20 mm graded aggregate as in copings, kneelers, apex stones, bed plates, kerbs not provided for in Item, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork etc.complete all as specified and directed.

M&L for Hand packing broken stone or boulder (any thickness) at back of walls over arches behind abutment, wing wall, retaining wall etc. and raising (or lowering) to the required level complete all as per drawing and technical specified and directed.

M&L for providing weep holes in stone wall/brick masonary/ plain reinforced concrete abutment, wing wall/return wall with 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers each not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.

M&L Providing precast cement concrete type B-1 (1:2:4) 20mm graded stone aggregate in bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including cham fers, weathering, throating etc. and setting in cement mortar (1:4) complete with joints to match all as specified and directed.

M&L for PCC 1:2:4 type B-1, 20mm graded stone aggregate in coping to poles including necessary formwork as required complete all as specified and directed.

M&L for Boulder pitching is grouted with cement and sand mortar 1:6 complete all as specified and directed.

Sand cushioning to under ground cable screened washed river sand and punning for cushioning to cable complete all as specified and directed. Note :- Punning thickness shall be measured.

M & L Bricks for protection cover to under ground cable (with old size sub class ‘B’ bricks) with width equal to length of brick laid dry and flat abutting each other with gaps between adjacent brick not exceeding 10 mm complete all as specified and directed.

M & L for Supplying, laying, connecting and testing in trenches, under floors/ roads or on walls Cable XLPE insulated screened PVC bedded galvanized steel strips or wire armoured, electric power cables (heavy duty) ISI marked with stranded aluminium conductor, 1100 volts grade of following sizes:

(a) 50 Sqmm 3.5 core

(b) 35 Sqmm 3.5 core

(c) 16 Sqmm 4 Core

S&F "Lithium based Energy Efficient Integrated Solar street light (2x20W) in single FRP body with polyurethane coating/(1X40W)" in single PDC body aluminium extrusion solar PV panel 80 Wp mono crystalline, lithium battery 11.1/12.8V, 39.6AH/40AH with inbuilt BMS, high brightness W-LED (greater than 125lm/watt) lamp, with aluminium reflector for better light distribution, CRI>70, color temperature 6500K, microcontroller based charge controller driver, automatic dimming function( first hours at full brightness & rest of the time at lower level with PIR motion sensor), dusk to down operation, lux output 20-25 from 8-9 meter height, working temperature(-) 30C to (+) 55C, approx weight (18- 20) Kgs, suitable for pole height 9 mtr etc. complete all as specified and directed.

Supply and erecting in true vertical position hot dip galvanised pole 9 mtr long, type 410 SP-31 complete with GI pipe bracket of suitable dia light grade pipe bent to shape of approx length 1.5 mtr, base plate finial taper plug, MS Clamp, bolts, nuts, washers as specified , painted internally throughout and externally up to the embedded depth with two coats of black bitumnous paint and remaining external portion with two coats of aluminium paint over a coat of red oxide primer including providing 30cm wide alternate strips with yellow and black synthetic enamal paint upto 1.2m high from ground level and numbering the pole (with black and white paint),complete all as specified and as directed. (Note : Earth work, returning , removal and PCC foundation is deemed to included in the rate quoted by contractor)

M&L for high galvanised mast light motorised suitable for 9 lantern symmetrically fitted along with their control gear and having two points suspension system with stainless steel wire rope of 6mm dia 97/19 gauge and double drum winch with luminare arm, pully assembly aviation obstruction led light, lightning arrester spike including RCC foundation of not less than 16 mtr height, Hot Dip galvanised, bottom size 360A/F mm, plate thickness mm not less than 4 mm, top size 150 A/F mm with base plate 540X540X16mm complete all as specified and directed by Engr-in-Charge including following items:- (a) foundation bolts manufactured from special steel along with nuts, washers, anchor plate and templates complete (b) Casting of suitable shallow foundation with M-15 concrete for the High mast considering safe soil with M-15 concrete for the High mast considering safe soil. (c) Supply and installation of obstruction light of suitable wattage on the top of high Mast (d) Cable compartment for cable inside the High Mast fro the 3 phase to motor for UP/Down of lighting console complete all as specified and as per IE rules

M&L earthing complete with 60cmx 60cmx6mm thick GI plate electrode buried in ground vertically not less than 2.25mtrs deep below ground level with top edge of the plate not less than 1.5mtrs below ground level with GI strip of size 25x4mm as earthing lead including necessary excavation and earth work (in any of strata) providing charcoal dust, salt mixed with fine sand in continuous layers, PCC (1:3:6 ) type C1 in chember ,Precast 50 mm thick in cement ( 1: 2:4) type B.1 with CI frame with cover, 20mm dia bore light grade GI watering pipe furnel etc fixing of GI Pipe 40 mm bore light grade protection for earthing strip from earth pit to test point complete & making connection all as directed . Note:-(i) The concrete pit shall be of PCC 1:3:6 type C-1, 40 mm thick pre-cast cover slab of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate with suitable handle shall be provided in lieu of cast iron cover shown in electrical plate No.3 of MES SSR Part-I. (ii) Item includes the cost of GI pipe for protection of earth strip including earth strip up to 7.5 Metre. (iii) Any variation of GI pipe and GI strip below or above 7.5 metre shall be adjusted through deviation. (iv) Earth electrode shall be surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15 cm on all sides.

S & F for LED Flood light fitting of 100 Watt including LED lamps complete with body robust corrosion resistant superior finish and without any cracks or through holes made in a single piece by high pressure die cast aluminium alloy. The luminaries shall be monolithic construction totally enclosed dust and water proof with minimum IP66 protection certified by test report. Make:-Syska Cat Part No. SSK BLE 100W or Havells cat part No. JETA IRIS ASYM 100W or equivalent make as mentiond in Appx "B" of particular specifications.

M&L for boring of existing road/path 100 mm bore for laying of GI pipe protection for UG cable including making good disturbed area/surface complete all as specified and directed.

M&L Galvanised steel tubing light grade size 80 mm bore for protection of under ground cable on poles / walls under road crossing etc conforming to IS-1239 complete all as specified and directed

Supply, install, testing and commissioning of factory made (including CPRI type test certified) LT feeder pillar box out door type, floor mounted, compartmentalised and IP-54 suitable for 415 Volts 3 phase 4 wire, 50 Hz AC supply system having bus bar chamber with insulated copper bus bars installed on porcelain insulators. The panel shall be dust and vermin proof, made of 3.15mm CRCA MS sheet , powder coated, Front and rear opening type with aprons for cable entry with double door shutter and locking arrangement and with base frame of 40x40x5mm angle iron including following:- (a) MCB 32 amp, TPN-01 Nos (b) 25 Amp TP contactor-01 Nos (c) 9A contactors- 02 Nos (d) Astronomical time switch-01 Nos (e) MCB 6A SP-01Nos (f) Glass Fuse-03Nos (g) Push Button-02Nos (h) Toggle switch-01Nos (j) Neutral link-01Nos

Agarwal Jagdish Construction Company Private Limited

M/S Sulakh Brothers

ABHOG INFRASTRUCTURE PRIVATE LIMITED

BHARATSHAH CONSTRUCTION CO

M/S BHARAT CONSTRUCTIONS