Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Nov 2024
Closing Date14 Dec 2024
Tender Amount₹ 19,52,000
Costs
EMD
₹ 39,040Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_684141_1Bid Award Id
ViewTender No
GE(AF)/CHD/T-49/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches , complete all as specified and directed by Engineer-in-Charge.
37.3
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Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.
23.9
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Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
3.3
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Demolition of (un-reinforced) cement concrete of any description or as roof padding and coveringg concrete in any position not other wise specifically provided for and remove all the debris out of MoD land ,complete all as specified and as directed by Engineer -in-Charge.
2
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Demolition of cement concrete (reinforced) of any description and in any position and removal of debris outside MoD land & stacking of scrap iron for credit complete all as specified and directed by Engineer-in-Charge. Note : Demolition shall be carried out by using concrete cutter machine without disturbing the adjoining structure.
2
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Cutting holes in brick walls exc half brick but n exc full brick in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required to match existing and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Note: Depth of embedded portion of hold fasts or lugs measured from the face of the jamb into the wall
10
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Plain cement concrete (1:5:10), type E-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
2.24
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Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.
22
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Plain cement concrete 75 mm thick, 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume), surface finished even and fair ,complete all as specified and directed by Engineer-in-Charge. Note :Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
19.4
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Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates 40 mm thick as in Damp proof course to horizontal or vertical surfcaces including necessary form work in and including water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
3.45
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Brick work with sub-class `B' bricks Fly ash bricks (bricks shall be burnt clay fly ash building bricks as per IS- 13757), straight or curved on plan exceeding 6 M mean radius built in cement sand mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.
20
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Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.
6.24
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Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 , complete all as specified and directed by Engineer-in-Charge.
5
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Brick work with sub-class `B' bricks, straight or curved on plan in any radius in half brick thick wall built in cement sand mortar 1:4 ,complete all as specified and as directed by Engineer -in-Charge.
5
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Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves, including sub-ports, overhangs, etc. also splays between floors and beams, etc.; with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
1.3
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Use & waste of form work to chullah hoods,chajjas, troughs and similar items including edges,with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
0.65
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Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished flat surfaces of concrete, complete all as specified and directed by the Engineer in Charge.
5.25
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Mild steel TMT bars 10mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
300
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Mild steel TMT bars 6 to 8mm dia as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90mm dia, complete all as specified and directed by the Engineer in Charge.
50
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in beams, lintel band, cantilevers, bressurnmers, lintels over 1.5m clear span , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.3
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as chajjas, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.2
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Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded mechanically crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likes, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
0.8
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First quality glazed designer pattern ceramic coloured tiles of 450x300x7mm thick fixed in pattern to wall ( combination of dark and light colour with boarder) laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement with pigment to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
221.3
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First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick, Joint Free (square/ rectangular) area of each tile exc. 0.11 Sq.m but n.exc. 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Sq.mtr. over and including 15mm thick screed bed of cement mortar (1:6) including pointing in white or coloured cement to match the shade of tiles, complete all as specified and directed by the Engineer in Charge. Note :- Design, pattern and colour of tiles will be as approved by GE.
22
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Taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, and removing of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
181
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Rendering 15 mm thick plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
77
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Rendering 15 mm thick plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
91
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Rendering 5 mm thick plaster in cement mortar (1:3), as on concrete surfaces of ceiling and finished the surfcae even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
5.25
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Rendering 15 mm thick on brick / stone masonary surfaces other than fair faces in cement mortar 1:4 finished the surfaces even and smooth without using extra cement and in and including mixing with water proofing compound @ 3% by weight of cement as per manufacturers instruction , complete all as specified and directed by Engineer-in-Charge. Note: Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
10
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Preparation of new plastered or unplastered surfaces of wall and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
111
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Preparation of new plastered or unplastered surfaces of ceiling and applying three coats of white washing , complete all as specified and directed by Engineer-in-Charge.
5.25
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Preparation of new plastered or unplastered surfaces of walls and applying two coats of Cement base paint over over a coat of primer , complete all as specified and directed by Engineer-in-Charge.
67
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Pressed steel frames of size 125 x 60 mm, made out of 1.25mm thick sheet for doors with one or more rebates including necessary fixing lugs, hinges (mild steel butt hinges medium weight, cold rolled, 100 mm, ISI marked), lock strike plate, etc., with and including back filling PCC (1:3:6), type C-0,complete all as specified and directed by the Engineer in Charge. Note :Cost of filling hollow of frame with plain cement concrete shall be included in the quoted rate and nothing extra shall be admissible on this account .
5
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Factory made PVC solid door frame of size 50 mm x 47 mm with wall thickness of 5 mm made out of 5 mm thick plain colour PVC sheet cut at corner and jointed with 02 Nos., 150 mm long brackets of size 15 mm x 15 mm mild steel square tubes 19 gauge including vertical door profiles reinforced with 19 mm x 19 mm steel square tube of 19 gauge (EPDM) rubber gasket weather seal provided throughout the frame and fixed to wall with 65/100 mm long mild steel screws through the frame by using PVC fasteners (minimum of 04 Nos. of screws to be provided for each vertical member & minimum 02 Nos. for horizontal member) as per specification & drawing and as per manufacturer's instructions as shown on drawing in section 8 on Page 180 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
4.9
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Factory made solid panel PVC door shutters 30 mm thick (style) consisting of frame made out of MS tube for top and bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for style and plain colour PVC sheets for top rail, lock rail and bottom rail on either sides & as gap insert for top- rail and bottom rails. Paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement supplying and fixing in the frame at site as per specification & drawing and as per manufacturer's instructions as shown on drawing in section 8 on Page 176 of SSR Part-II ,complete all as specified and directed by the Engineer in Charge.
1.8
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30 mm thick factory made Flush shutters ,solid core construction with particleboard core and plywood face panels commercial type on both sides, complete all as specified and as directed by Engineer-in- Charge.
2
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Factory made Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welde and with one shop coat of zinc chromate primer ,complete all as specified and as directed by the Engineer in Charge.
3.16
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Factory made Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welde and with one shop coat of zinc chromate primer ,complete all as specified and as directed by the Engineer in Charge.
3.16
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Butt hinges 100 mm size, extruded medium weight ,cold rolled mild steel and fixed ISI marked, complete all as specified and directed by Engineer-in-Charge.
6
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Barrel tower bolts 200 mm long size (length of bolt), aluminum anodized of extruded section and fixed ISI marked, complete all as specified and directed by Engineer-in-Charge.
4
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Handles of size 125 mm ,extruded aluminium alloy , fabricated type anodized ISI marked ,complete all as specified and directed by Engineer-in- Charge.
4
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Aluminum alloy, anodized, sliding door bolt with hasp staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked) , complete all as specified and directed by Engineer-in-Charge.
2
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Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares not exceeding 0.5 Sq. m in each pane including fixing with glass pins to hold glass in position ,complete all as specified and directed by Engineer-in- Charge.
3
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Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and directed by Engineer-in- Charge.
3
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Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.
604.5
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Preparation of new or previously primed steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetic enamells paint over previously primered surface ,complete all as specified and directed by the Engineer in Charge.
12.64
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M S work as Framed works such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes,framed guard bars barred iron doors ladders, framed balusters walk ways railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc ,drilling bolting or reveting etc and similar work conforming Fe-290 Gde E-165 ,complete all as specified and directed by Engineer-in- Charge.
20
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Cutting of existing GI pipes of size 20/25 mm bore in position for tapping /insertion of new tee for branch connection by inserting GI fittings esuch as Tee, Nipple, union etc including necessary excavation & earth work and dewatering of residual water,complete all as specified and directed by Engineer-in-Charge
1
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Steel water tubing, 15 mm bore medium grade ISI Marked, galvanized with all fittings and fixed as in concealed in walls, ceiling or laid in floors etc , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
30
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Steel water tubing, 20 mm bore medium grade ISI Marked , galvanized with all fittings and fixed as in concealed in walls, ceiling or laid in floors , complete all as specified and directed by Engineer-in-Charge.
Note: Fittings & specials as required shall be provided by the contractor. Contractor's rate shall be deemed to include the cost of fittings provided.
120
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Rotational moulded PVC, tripple layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. including ball valve high pressure of PTMT with epoxy coated aluminium door and high density plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm-210 gms ,complete all as specified and directed by Engineer-in- Charge.
1
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Stop valve long shank, 15 mm bore Fancy type chromium plated ,cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions , complete all as specified and directed by Engineer-in-Charge.
2
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Stop valve , 15 mm bore cast copper alloy, screwed down,high pressure,with crutch or butterfly handle, screwed both ends for iron pipe or for unions , complete all as specified and directed by Engineer-in-Charge.
3
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Bib taps long body ,15 mm bore Fancy type Chromium plated , cast copper alloy with crutch or butter fly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed , complete all as specified and directed by Engineer-in-Charge.
2
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Pillar tap ,15 mm bore pipe, Fancy type cast copper alloy , with capstan heads, chromium plated , screwed down high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe fixes as in repair, complete all as specified and directed by the Engineer in -Charge.
1
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Wash basins ,vitreous china, white,flat back type of size 550x400mm including brackets and cutting for and pinning in ends of brackets or erecting stand 32mm dia Waste fittings, brass, chromium plated for glazed basins with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed inluding new brackets , complete all as specified and directed by the Engineer in -Charge.
1
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Vitreous China wash down water closet pan (pedestal pattern), white in colour with and Plastic water closet seat cover good quality in white colour with flat bottom and cover and mild steel chromium plated or aluminium hinging devices, connected to drains outlet (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc including 100mm cast iron 'P' or 'S' trap complete including making good to floor , complete all as specified and directed by the Engineer in -Charge.
Note :- Qty and Rates are inclusive of for both P type and S type Traps as on actual required basis on ground
1
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Vitreous china urinal, half stall type, white , complete including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing with bracket, flush pipe, grating and union for discharge pipe and CP spreader, complete all as specified and directed by the Engineer in -Charge.
1
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PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge.
1
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PVC connections 15mm size with PTMT nuts of length 450 mm , complete all as specified and directed by the Engineer in -Charge.
3
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Looking mirror of size 600mmx450mm, beveled edge mirror of selected quality, glass mounted 6mm thick commercial plywood with decorative type wooden frame and fixed to wooden plugs with chromium plated brass screws to wall, complete all as specified and directed by the Engineer in -Charge.
1
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Tubular Towel rail 600mm long (between flanges) , 20mm dia, ‘D’ type, brass chromium plated, fixed to walls with screws and plastic cleats,complete all as specified and directed by Engineer-in- Charge.
1
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Gratings doom of PTMT 100 mm dia fixed on floor /nahani traps with cement mortar (Minimum weight 25 gms) , complete all as specified and directed by the Engineer in -Charge.
2
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Gratings doom of PTMT 125 mm dia with waste hole fixed on floor /nahani traps with cement mortar (Minimum weight 40 gms) , complete all as specified and directed by the Engineer in -Charge.
3
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Waste fittings, brass,chromium plated for glazed ware sinks, basins, etc.with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed of size 32 mm, complete all as specified and directed by the Engineer in -Charge.
2
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Shelf of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 300gms) , complete all as specified and directed by the Engineer in -Charge.
1
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Liquid soap container of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats.
(Minimum weight 105gms) , complete all as specified and directed by the Engineer in -Charge.
1
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Kitchen sinks with drainage board made of stainless steel 1 mm thick with plugs washers and waster including beeding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe upto 0.50 sqm each overall size 915mm x 460 mm bowl size 410 mm x 330 mm x 160mm with and including PVC waste pipe and CP waste coupling 32 mm dia and making good to disturbed surfaces fixed as in repair,complete all as specified and directed by Engineer-in- Charge.
1
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PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor ,complete all as specified and directed by Engineer-in- Charge.
8
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PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints or solvent cement laid in trenches or in floor, complete all as specified and directed by Engineer-in-Charge.
10
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PVC (SWR) Pipes 110mm bore, single socketed in any length with rubber ring joints, fixed to walls and making good the mouth of rain water pipe ,complete all as specified and directed by Engineer-in- Charge.
3
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PVC (SWR) bends any radius 75mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
2
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PVC (SWR) bends any radius 110mm bore fixed with solvent cement in any position as per site requirement , complete all as specified and directed by Engineer-in-Charge.
2
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PVC (SWR) pipes 75mm bore junction single, (single Tee) equal or unequal with oval access door fixed with solvent cement in any position as per site requirement ,complete all as specified and directed by Engineer-in- Charge.
1
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PVC (SWR) pipes 110mm bore junction single, (single Tee) equal or unequal with oval access door fixed with solvent cement in any position as per site requirement ,complete all as specified and directed by Engineer-in- Charge.
1
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PVC (SWR) vent cowl 110 mm bore ,complete all as specified and directed by Engineer-in- Charge.
1
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Salt-glazed stoneware gully traps, square or round mouthed, type 'P of size 150mmx150 mm and fixed as in repir, complete all as specified and directed by the Engineer in -Charge.
Notes : (i) The quoted rate of this item is deemed to be included the setting and jointing to drains with cement mortar 1:1.
(ii) All excavation and earthwork, concrete in beds,
surrounds, kerbs, etc. and cast iron grating, shall be measured and paid separately.
2
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Cutting into walls of existing manholes for connecting new drain pipe 150 mm internal dia pipe, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including and removal of rubbish to a place as earmarked by civic body for this purpose outside of MoD land , complete all as specified and directed by Engineer-in-Charge.
1
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Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to SGSW pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.
20
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Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by Engineer-in-Charge.
18
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Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:6 as in manhole covers including necessary forms/moulds , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.
1.16
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Construction of septic tank for 10 users with free board depth 0.45m including excavation and earth work in any type of soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCC 1:2:4 type B-1 slab including CI manhole cover (HD) vent pipe and sludge chambers, returning filling in and depositing disposal soil to a distance not exceeding 50 metre, complete all as specified and directed by the Engineer-in-Charge.
1
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Construction of Soakage wells, excavation in any type of soil, foundation in PCC 1:3:6 wells of honey combed and solid in M-25 concrete including intercepting chamber, screen chamber, Brick work in CM 1:4, RCC cover slab in M-25/ RR masonry/ filling with brick bats complete of size 1.20M dia x 3.00 M deep , complete all as specified and directed by the Engineer-in-Charge.
1
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Rolled sections 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( Fe-410 W,Gde-E-250 quality A) including all fittings , complete all as specified and directed by the Engineer-in-Charge.
500
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Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 including all fittings , complete all as specified and directed by the Engineer-in-Charge.
950
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Mild steel, plain, black sheet of 1mm thick in hearths in wall cladding,steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required., complete all as specified and directed by the Engineer-in-Charge.
220
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Pre-colour coated high tensile strength galvalume sheet roofing with yield strength (550 NPA) prepainted with aluminium (55%) and zinc (45%) alloy coating applied through continous hot dip process having tatal coated thickness (TCT) of 0.50mm with minimum coating mass on both sides @ 150gms/sqm in length and width as per site condition fixed with complete acessories as per manufacturer's instructions through specialist agency and as per profile and shade as approved by GE in and including dismantling plain or corrugated steel /fibre sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings ,complete all as specified and directed by Engineer-in-Charge.
24.98
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Point wiring for one light point/fan point/bell point controlled by one switch one way drawn through and including non metalic rigid PVC conduit medium duty of 20 mm dia or higher concealed type with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 1.5 sqmm single core including 3 mm thick plastic laminated sheet cover over PVC / wooden Box for earth continuity insulated PVC unsheathed(green colour) 1.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
8
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All as per srl item No. 90 here-in-before but for 05 Amp socket outlet on independent board, complete all as specified and directed by Engineer-in-Charge. Note : Wiring shall be done by using proper colour coding.
1
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Point wiring for 15 Amps socket point controlled by one, one way switch using drawn through and including non metalic rigid PVC conduit medium duty of suitable size with all strandard fittings such as Tee junction, bends etc ,using FRLS PVC unsheathed multistrand copper conductor cable of 2.5 sqmm single core including 3 mm thick plastic laminated sheet cover over PVC / wooden Box for earth continuity insulated PVC unsheathed(green colour) 2.5 sqmm copper earth wire connected to common earth dolly ,complete all as specified and as directed by Engineer-in- Charge. Note : Wiring shall be done by using proper colour coding.
1
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Switch piano, flush type single pole, one way 6 Amp , complete all as specified and directed by Engineer-in-Charge.
9
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Switch piano, flush type single pole, one way 16 Amp , complete all as specified and directed by Engineer-in-Charge.
1
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Socket outlet 2 in1, 3 pin, 5 Amp, complete all as specified and directed by Engineer-in-Charge.
1
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Socket outlet 6/16 Amp - 2/3 pin combined piano type, complete all as specified and directed by Engineer-in-Charge.
1
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Ceiling Rose, 3 Phase/ PVC/ Polycarbonate, isolated body, complete all as specified and directed by Engineer-in-Charge.
7
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MCB SP, 16 to 32 Amps, ,240 Volts ,10 KA 'B' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
4
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MCB SPN, 6 to 32 Amps, ,415 Volts ,10 KA 'B' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
2
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MCB TPN, 16 to 32 Amps, ,240 Volts ,10 KA 'C' curve type to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs ,complete all as specified and directed by Engineer-in- Charge.
4
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Distribution box Double door type , SPN 4 way,with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 42 and metal double door ,epoxy powder coated ,complete all as specified and as directed by Engineer-in- Charge.
6
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LED Lights fittings 1x18watt 220 V, AC decorative box type with driver, holder 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 by Engineer-in-Charge.
4
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LED light fitting 1x9W/1x10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and directed by Engineer-in-Charge.
1
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LED light fitting mirror type with high out put diffuser 2ft, 10watt 220v AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and directed by Engineer-in-Charge.
1
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Exhaust fan, steel body AC single phase 230 V of size 300mm sweep with blades, frames and louvers, complete all as specified and directed by Engineer-in-Charge.
1
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Earthing complete with Galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm burried directly in ground vertically in pit of depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to G I earth strip 4 dia G I wire by means of brass bolts, nuts, check nuts and washers, earth strip protected by galvanized steel pipe 40 mm bore (light grade) connected to main switch board or any other electrical equipment all as shown in electrical plate No. 3 of SSR-2009 Part I and including necessary excavation and earth work in any type of soil, 20 mm bore medium grade GI pipe for watering, funnel with wire mesh, PCC (1:3:6), type C-1 chamber, pit cover of precast RCC (1:2:4), type B-1, reinforced XPM of weight not less than 4 kg/ Sq.m and MS frame etc, complete all as specified and as directed by Engineer-in-Charge. Note :- (i) The unit rate includes earth lead and protection pipe up to maximum 7.5 metre from earth plate to earth point/test point. (ii) Earth pit shall be constructed minimum 0.5 metre away from earth.
10
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LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 6 sqmm cross sectional area, 2.0 core ,laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing , complete all as specified and directed by Engineer-in- Charge. Note : Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.
100
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Sub main wiring with single core 4 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 32 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 6 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully wiring for security light connection from junction box to security light,complete all as specified and directed by Engineer-in-Charge. Note : (i) 1 run of 4.0 Sqmm ,1 run of PVC conduit & 1 run of 6.0 Sqmm cable will be measured as single run.
(ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.
200
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Centrifugal pump set 2 HP 1400/1500 RPM 3 phase 415 volts complete discharge not less than 250 LPM at 21 mtr head incl control panel, DOL starter with SPP, electrical connections from starter upto pumpset motor terminal block, inlet and outlet connections with med grade GI pipe and fittings & gun metal gate vallve in suction and delivery, PCC foundation as per OEM,s recommendation , complete all as specified and as directed by Engineer-in-Charge.
4
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Steel water tubing, 50 mm bore medium grade ISI marked galvanized with all fittings laid in trenches / road crossing/ fixed to pole /walls/path/drain /floor etc,compllete all as specified and as directed by Engineer-in-Charge.
250
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