Chennai Metropolitan Development Authority Tender
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Chennai Metropolitan Development Authority Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Sep 2023
Closing Date19 Sep 2023
Tender AmountRefer Documents
Costs
EMD
₹ 80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Drivers Rest Room At Sathangadu
Description
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Contact
Tender Id
2023_CMDAC_366778_1Bid Award Id
ViewTender No
Tender Notice No.15(E)/23-24Tender Authority
Chennai Metropolitan Development Authority ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Providing and laying plain cement concrete 1: 4: 8 ( 1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) in foundation and basement including dewatering wherever necessary and laid in layers not more than 15 cm thick and consolidation etc., complete and as directed by the Engineer in charge.
70
-
-
Providing formwork for centering shuttering etc. for all RCC works including strutting for height upto 3.29m using mild steel sheets of size 9 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including 'C' & 'U' clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc., Rate to include all materials, labour charges, wastages , placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by the Client / Engineer-in-charge.
-
-
-
Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members
680
-
-
For column footing plinth beam bed blocks templates staircase, steps piers, raft beam, raft slab etc.
160
-
-
For plane surfaces such as recangular or square columns, sunshades, top and bottom slab of boxing, kitchen platform, loft and such other structural members
399
-
-
Vertical surfaces - For all type of walls (any thickness) including, retaining wall, core walls, shear wall, parapet wall, fins, facia, kerb and median etc... for all floors & levels.
165
-
-
Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items.
Rate to include all designing the mix, batching plant, mechanical mixing, transporting and placing at all levels, leads, lifts, tools & plants, fuels, all materials, labour charges, wastages , laying, pumping the concrete to all levels, providing sleeves / openings in RCC slabs, compaction by vibrator, curing etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer- in-charge
-
-
-
Foundation and Basement
220
-
-
First Floor and Terrace
65
-
-
Supplying, fabricating and fixing of Fe 500 grade steel in position of steel Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and etc all complete and as directed by Departmental Officers.
34500
-
-
Supply and constructing cement concrete solid block masonry work at all levels in cement mortar 1:5 (1 of Cement : 5 of manufactured sand ) using Portland Pozzolana Cement standard size of 400 x 200 mm and 200 mm thick of solid cement concrete with minimum compressive strength of 5 N/Sq.mm.conforming to IS 2185 or equivalent BS and Fly ash conforming to IS : 3812 (Part III)-1966* may be used for part replacement of fine aggregate up to a limit of 20 percent complete and as directed. Concrete blocks manufactured under strict quality control conditions using modern rugged block casting and stripping machine with the latest moulding techniques etc,. only shall be used. Rate to include all materials, labour charges, wastages for working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
-
-
-
For Foundation and Basement
45
-
-
For Ground Floor up to 4.50m Height
60
-
-
For First Floor toTerrace
20
-
-
Supply and constructing cement concrete solid block masonry work at all levels in cement mortar 1:5 (1 of Cement : 5 of manufactured sand ) using Portland Pozzolana Cement standard size of 400 x 100 x 200 mm of solid cement concrete blocks, with minimum compressive strength of 5 N/Sq.mm.conforming to IS 2185 or equivalent BS and Fly ash conforming to IS : 3812 (Part III)-1966* may be used for part replacement of fine aggregate up to a limit of 20 percent. Concrete blocks manufactured under strict quality control conditions using modern rugged block casting and stripping machine with the latest moulding techniques etc. only shall be used.
Rate to include all materials, labour charges, wastages for working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
-
-
-
For Ground Floor up to 4.50m Height
35
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-
For First Floor
40
-
-
Plastering the internal wall surface in cement mortar 1:5 (one cement:five sand) 12mm thick in all floor levels including curing complying with standard specification Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing, cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
1082
-
-
Special ceiling plastering and finishing all RCC exposed surface such as RCC slabs, sunshades, canopies, staircase, steps, landing slabs etc., with CM 1:3 according to the specification. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing, cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
460
-
-
Plastering 15 mm thick for external surfaces in cement mortar 1:5 (one cement: five P sand) with water proofing compound of “CICO No.1 or equivalent“ as per Manufacturer's Specification with sponge finish (washed sand finish) all complete as per specification and as directed.
Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing, cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
235
-
-
Plastering the outer wall surface in cement mortar 1:4 (one cement: four P sand) 12 mm thick in all floor levels .Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing, cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
630
-
-
Supply and painting of two coats of Acrylic emulsion paint of approved shade and colour over one coat of DCP Primer including one coat of Acrylic Wall Putty with DCP Primer.
Rate including all brush, roller, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations, transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.(Internal surface)
1220
-
-
Supplying and painting of 2 coats of weather proof exterior emulsion with high sheen, anti algal properties over one coat wall exterior primer of approved quality and shade etc., complete.
Rate including all brush, ladder, scrapping, washing, materials, labour charges, wastages , cleaning, necessary lead and lifts, scaffolding, stagging, working at all levels, elevations, transportaion charges, loading, unloading, curing, sanding, touchup putty, surface thoroughly cleaned and wetted before painting as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge.
700
-
-
Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
240
-
-
Flooring with Joint free double charged vitrified tiles of approved quality, colour and design joint free of size 600 x 600 x 8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officers. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
290
-
-
Providing Ceramic tiles of size 305 x 305 x 6mm flooring approved make and quality with plain/colour with base mortor in CM 1:3, 10mm thick and pointing with white cement by adding suitable colour pigments including finishing, jointing and polishing with neat finish etc., complete. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
120
-
-
Supply and Laying skirting 100 mm high with vitrified floor tiles confirming to IS 13006/EN 176 Group B1a with techical specification of approved make , set in C.M 1:3 (1 of Cement : 3 of manufactured sand) 12 mm thick and pointing the joints with white cementt compound and matching corner tile beading. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, chasing of wall for flushing the tile inline with wall surface, preparation of surface, ncessary haccking in RCC surface, cutting of tiles to required shape, edging, tools and plants, fuel, curing, cleaning, acid wash over finished surface, protection with Gypsum / Pop layer over Plastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
145
-
-
Supply and laying with best quality the following materials of Machine Polished granite slab for wash basin counter top of 18 mm thick (Jet Balck) including cutting for wash basin and edge polishing to be set in CM 1:4 (1 of cement : 4 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing, cleaning, acid wash over finished surface, protection with Gypsum / Pop layer over plastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge.
10
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-
FOAMED PVC DOOR FRAME Specification: Providing factory made pre-laminated FPVC (Formed Polyvinyl Chloride) Door Frame of the size 105 x 40mm with a wall thickness of 10mm made out of extruded rigid FPVC profile mitre joined with 6 Nos. of 5mm long screw. The door frame shall be fixed to the wall by using 80mm long screws through the frame with the help of PVC fasteners of 3 Nos. to be provided for each vertical member, GI stiffeners of ('U' channel of size 29 x 9, 1mm, 150mm long) - 3 Nos. at hinge point, frame reinforcement of ('U' GI channel of size 46 x 22 x 0.6mm), bottom tie rod of ('U' GI channel size of 15 x 15 x 1mm), etc., complete complying with the standard specification. The door frame should be got approved from the Executive Engineer before use on work.
ABS DOOR / EQUIVALENT Specification:Providing of 35mm thick factory made pre-laminated ABS (Acrolynitrile Butadiene Styrene) Door Shutter moulded in different designs, consisting of all round frame made out of water proof solid foam PVC bar of size 20 x 32mm, reinforced by 32 x 32mm - 2 Nos., for vertical made out of LVL (Laminated Veneer Lumber), core material of 32mm thick high density craft paper honey comb board, sandwiched on both sides with pre-laminated ABS sheet thickness of 1.5mm. PVC edge banding of size 0.45mm on the vertical sides. Hardware made out of steel coated butterfly hinges - 3 Nos., for each shutter and ISI make SS round lock complete for finished item of work, complete complying with the standard specification. The door shutter and frame should be got approved from the Executive Engineer before use on work
-
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-
1200 X 2100 mm
13
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-
750 X 2100 mm
20
-
-
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
50
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-
UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work
10
-
-
Providing and fixing welded M.S. grills to the window openings,along the details as per drawing with necessary screws, bolts and fixed with necessary M.S. lugs embedded in masonry with C.C. 1:2:4 and finishing the surface neatly. Rate shall welding and consumables, etc. complete, as directed. Design of grills and the size of members to be used shall be got approval before put into use & as directed by the Client / Engineer-in-charge.
3200
-
-
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. ( The make quality and colour of paint should be got approved by the executive Engineer before use on works.)
75
-
-
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
30
-
-
Weathering course-using broken brick jelly 20 mm gauge in pure slacked lime (No sand to be used) over RCC roof slab. The proportion of broken brick jelly to slaked lime being 32:12½ cft well beaten by wooden beaters for giving required slope. Rate including all materials, labour charges, wastages, necessary lead and lifts, transportation charges, loading, unloading, with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
25
-
-
Finishing the top of roof with one course of machine pressed tiles of size 23x23x2cm of approved quality laid in CM 1:3 (one cement and three sand) mixed with 2% of water proofing compound by weight of cement used and pointed with the same oiled mortar including mixing of red oxide etc ., Rate including all materials, labour charges, wastages, necessary lead and lifts, transportation charges, loading, unloading, with all respects complying with relevant standard specification and as directed by the Client / Engineer-in-charge.
155
-
-
Supply and laying water proofing treatment for bottom and sides of RCC pond covering the following order and consisting of following operations. i)Supply and Fixing 75 mm long 18 mm dia GI nozzles in the hole of about half the depth of member size in grid pattern at a spacing not more than 1.0 meter c/c while casting the bottom slab and along construction joints at a spacing not more than 1.0 meter c/c along the construction joints. ii) Supply and Applying injection grouting through the nozzles grouting pumps with a minimum pressure of 2 kg/sqcm with cement slurry admixed with CICO Non shrink Polymeric Water Proof Grouting Compound or approved equivalent at the rate of 2% by weight of cement.
iii) Sealing off the nozzles and level the surface using integral Waterproofing compound CICO NO.3 or approved equivalent in the ratio 1:1by weight.
iv)The concrete slab shall be thoroughly cleaned to remove debris and dust, and application of two coats not less than 2 mm thick of TAPECRETE - RTU Polymer Based Elastomeric Waterproof Coating over well prepared surface
150
-
-
Supplying and laying of 83 mm thick Rubber Moulded Hydraulic pressed Cement Concrete Paver Block over the sand filling and compacted with power rammer. The rate includes cost of paver block, cost of sand, labour charges for laying, hire charges for power rammer, transportation, loading and unloading etc. complete and as directed by the Departmental Officers.
125
-
-
Water Supply & Sanitary Arrangements
-
-
-
Supplying & fixing in position 15 mm dia brass/ C.P screw down tape (Heavy duty) of approved make conforming to I.S. Specifications & quality including cost of shellac, thread etc., complying with standard specifications & including cutting & threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the work).
22
-
-
Constructing brick masonry manhole with second sort ground moulded (Chamber burnt) bricks in CM 1:5 (one of cement, fivr of sand) including earthwork excavation and sand filling for a depth of 150mm top cover slab with CC 1:2:4 (one of cement, two of sand, four of graded aggregate) 20mm nominal size for fixing C.I Frame, including shuttering, reinforcement foundation concrete 1:4:8 (one of cement, four of sand, eight of graded aggregate 40mm nominal size) 100mm tk., plastering inner, outer and other exposed surface with 15mm tk., cement mortar 1:3 (one of cement, three of sand) and finishing with a floating coat of neat cement with water proofing compound as per specification, making channelsin CC 1:2:4 (one of cement, two of sand, four of graded aggregate) neatly finished including fixing C.I. Cover and frame, C.I. Rungs etc., complete complying to standard specification.
10
-
-
Supplying and fixing in position the best quality and variety sizes PVC soil waste pipes 6Kg / cm2 of ISI mark, providing leak proof joints etc and making connection to all sanitary fittings, including dismantling masonry / RCC works wherever necessary and making good the portions. The quality and make of PVC pipes and specials should be got approved by Concern department Engineer before use on work.
-
-
-
160 mm dia PVC pipe
16
-
-
110mm dia
90
-
-
75mm dia
20
-
-
Supplying & fixing in position C.I.Nahini trap of various sizes with best stainless steel gratings of approved brand & quality, fixed over a bed of brick jelly lime concrete 1:2:5 ( One part of lime, two parts of sand & five parts of 40 mm size brick jelly ) & finished with cement mortar 1:3 ( One cement & three sand ) including dismantling masonry works wherever found necessary & making good the damaged portions to the original condition & giving connections to the cast iron pipes as directed etc., complete, complying with standard specification (The C.I.Nahini trap should be got approved by the Executive Engineer before use on works ).
12
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-
Supplying & fixing in position 150 X 100 mm square mouth 'P' or 'S' trap stone ware Gully trap 'A' grade with cast iron gratings of size 300 X 300 mm with C.I. air tight cover with frames of size 300 X 300 mm at bottom & top respectively with necessary earth work excavation, laid over a bed of brick jelly cement concrete 1:3:6, 150 mm thick using 40 mm size broken brick jelly including necessary brick work & plastering, &including dismantling masonry wherever necessary & redoing the damaged portions to the original condition & by using cement concrete 1:3:6 using 20 mm stone jelly for fixing the Gully trap & giving connections to the stone ware sewer line etc., complete, complying with standard specification. (The stone ware gully trap should be got approved by the Executive Engineer before use on works ).
5
-
-
Supplying and fixing of indian make white glazed earthern ware flat back urinal of ISI make of (HxWxP : 44cm x 31.5cm x 26.5cm)provided with inlet connection using 15mm flexible PVC connection house of suitable length, 15mm CP push cock and 32mm bell mouthed PVC connection waste pipe etc., fixing to the wall in position with necessary teak wood plugs, clamps, screws etc., Rate inclusive for cost of materials labour and transport charges etc., complete (the urinal anf fittings should be got approved by the Engineer- In- charge before use on work.
9
-
-
Supplying and fixing in position Indian water closet of size 580 x 440mm, glazed earthern ware of approved quality and colour with 'P' trap or 'S' trap confirming to IS:2556-part XII with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One of Lime, Two of Sand, Five of Brick jelly) 100mm thick and by dismantling brick masonry, reinforced finishing to the required slope and including giving necessary connection to PVC soil pipes cement concrete roof / floor slab and making good the disturbed portion to origional condition without leakage etc., complete complying with standard specification and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works)
9
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-
Wash Hand Basin of size 550 mm X 400 mm with all accessories such as cast Iron Brackets, 32 mm Dia C.P. Waste coupling, Rubber plug and Chain, 32 mm dia ' B ' Class G.I. Waste pipe, 15 mm Dia G.M Wheel valve; 15 mm Dia Nylon connection, 15 mm Dia Brass Nipples, 15 mm C.P. Pillar tap etc.,including fixing the wash hand basin in the wall in position with a pair of C.I. brackets with teak wood plugs and screws and giving necessary water supply connection and as directed by the Department officers. The quality and make of below counter Wash basin should be got approved by department Engineer before use on work.
6
-
-
Water supply System
-
-
-
Supplying, laying and jointing UPVC pipes of approved quality and best variety conforming to ISS and with ISI mark of the following size including cutting, threading and fixing PVC specials but excluding cost of such specials and fixing to wall with necessary teak wood plugs, PVC clamps and screws, making good the portions to original condition with necessary brick work and concrete plastering wherever necessary with necessary scaffolding charges etc. complete complying with standard specification and as directed by the Department officers.
The quality and make of UPVC pipes and specials should be got approved by Concern department Engineer before use on work.
-
-
-
20 mm dia
80
-
-
25mm dia
105
-
-
32mm dia
145
-
-
40mm dia
120
-
-
50mm dia
90
-
-
65mm dia
75
-
-
Supplying & fixing in position first quality & approved variety of various dia U.P.V.C Ball Valves ( Heavy type ) with I.S.I. Mark of the following size including cost of Shellac, thread etc.,including labour for cutting & threading of Pipes etc., complete complying with standard specifications for both internal & external water supply arrangements.
-
-
-
40mm dia UPVC Ball Valve
4
-
-
50 mm UPVC Ball Valve
5
-
-
65mm UPVC Ball Valve
3
-
-
Supply ,erection and testing & commisioning of 3HP submersible pumpset in the to suit 200mm borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge.
1
-
-
Labour charges for the erection of submersible pumpset in borewell / openwell including fixingand jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
1
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