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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹6.1 L (5.92%)Admitted-Finance | ₹1.1 Cr+₹6.1 L (5.92%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹6.6 L (6.42%)Admitted-Finance | ₹1.1 Cr+₹6.6 L (6.42%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹10.3 L (10.1%)Admitted-Finance NOT AVAILABLE | ₹1.1 Cr+₹10.3 L (10.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.1 Cr+₹12.1 L (11.8%)Admitted-Finance | ₹1.1 Cr+₹12.1 L (11.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R K Enterprises L1 | Rajdhani Constructions L2 | ASHOK BUILDERS L3 | DURGA CONSTRUCTION CO . L4 | VINOD KUMAR AND CO L5 | DAHIYA CONSTRUCTION COMPANY L6 | M/s J.S.CONSTRUCTION CO. L7 | sunrise construction company L8 | Ram Kumar And Sons L9 | R.K.Barwa and Sons L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | 34 | Cum | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | 60 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 3.00 | Supply of earth, carted by mechanical transport including royalty, loading, unloading and banking excavated earth in layers not exceeding 20 cm in depth breaking clods, rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depression with 10 Km. lead and all lift. Complete. | 450 | Cum | - | - | - | - | - | - | - | - | - | - |
| 4.00 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. | 40 | Cum | - | - | - | - | - | - | - | - | - | - |
| 5.00 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer. | 80 | Cum | - | - | - | - | - | - | - | - | - | - |
| 6.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | 250 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 7.00 | Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall
be paid for separately). Kota stone slabs exposed face dressed and rubbed. 25 mm thick | 250 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 8.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,000 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 9.00 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 6,438 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 10.00 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank. | 1,000 | Litre | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
20 Mar 2020, 3:00 pmClosed
Executive Engineer CD VII IFCD
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi
Repair and Renovation of Veterinary Dispensary at village Prehladpur Banger in Distt. North, Delhi.
2020_IFC_189243_1
EE/CD-VII/NIT/2019-20/108
Open Tender
Civil Works
Item Rate
365 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.9 L
Yes
21 Mar 2020
5 Mar 2020
20 Mar 2020
5 Mar 2020
20 Mar 2020
5 Mar 2020
Amount
Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Supply of earth, carted by mechanical transport including royalty, loading, unloading and banking excavated earth in layers not exceeding 20 cm in depth breaking clods, rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depression with 10 Km. lead and all lift. Complete.
Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete.
Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm
Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). Kota stone slabs exposed face dressed and rubbed. 25 mm thick
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing & laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand).{4677.25+(5426.15-4677.25)x1/4=4864.50}
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring ,shuttering ,finishing and reinforcement-All work upto plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor V level excluding cost of centering, shuttering, finishing and reinforcement :. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor V level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc., for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Post and struts
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings and balconies and access platform
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete cold twisted bars.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Painting top of roofs with bitumen of approved quality at 17 kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete: With residual type petroleum bitumen of penetration 80/100
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: with FPS brick tiles.
Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design: In 75 x 75 mm deep chase
Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion single socketed pipes 110 mm diameter.
Providing and fixing on wall face unplasticised-PVC moulded fittings/accessories for unplasticised-Rigid PVC rain water pipes con- forming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. Bend 87.5 degree 110mm.
Providing and fixing on wall face unplasticised-PVC moulded fittings/accessories for unplasticised-Rigid PVC rain water pipes con- forming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. Shoe (plain) 110m
Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed witgh M.S screws of required length including cutting brick work and fixing in cement mortar 1:4(1 cement: 4 coarse sand) and making good the wall etc. complete. 110 mm.
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
6 mm cement plaster to ceiling of mix: 1:3 (1 cement : 3 fine sand)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade new work (two or more coats) over and including priming coat with cement primer.
White washing with lime to give an even shade: New work (three or more coats).
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work; steel work..
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litres low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, Parryware/ Hindware/Seabird/Orient(Corel) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. white Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests.
Providing and fixing wash basin with C.I./M.S brackets, 15 mm C.P. brass pillar taps, Kingston/ Gem/ Techno/ Parko, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets and cutting and making good the walls wherever required: white vitreous china wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap.
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 100 mm outlet sand cast iron S&S.
Providing and fixing 100mm sand cast iron grating for gully, floor or Nahani trap.
Providing, laying and jointing glazed stoneware pipes Grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 150mm diameter S.W. pipe.
Providing and fixing square-mouth S.W. gully trap grade `A' complete with C.I. grating brick masonry chamber with bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg. and frame to be not less than 2.70 kg. as per standard design: 100 x 100 mm size P type- With F.P.S. bricks class designation 75.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. (Internal work) concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 15mm dia nominal bore.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. (Internal work) concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 25 mm dia nominal bore.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work): 20mm dia nominal bore.
Providing and fixing brass bib cock of approved quality: 20mm nominal bore.
Providing and fixing brass stop cock of approved quality 20 mm nominal bore
Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work).15mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work). 20mm nominal bore
Providing and fixing unplasticised P.V.C. connection pipe with brass unions: 30cm length 15mm nominal bore.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs, 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing and fixing 1 mm thick M.S. sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer: Using flats 30 x 6 mm for diagonal braces and central cross piece.
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. Fixed to steel windows by welding.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Supply and stacking of coarse sand including laying at Site.
Supply and stacking of Gravel (Size 5 mm to 10 mm) including laying at site.
Supply and stacking of Gravel (Size 4 mm to 6 mm) including laying at site.
Supply and stacking of Boulder (Size 5 cm to 15 cm) including laying at site.
Supply of 100 mm dia MS pipe (Medium Class) based on MR.
Extra for 3 mm size slotted in 100 mm dia MS pipe (Medium Class).(Based on M/R).
Extra for 1.58 mm size slotted in 100 mm dia MS pipe (Medium Class). (Based on M/R).
Supply and fixing MS bail plug 100 mm dia MS pipe (Medium Class) (Based on M/R).
Supply and fixing MS cap for 100 mm MS pipe (Based on M/R)
Boring with 300 mm dia casing pipe for water recharge wells in all soils except ordinary hard rock, required blasting including removal of the casing pipe.
Lowering and fixing 100 mm dia M/S pipe blind or slotted .
Development of cavity by power enginer or tractor.
Supply and fixing MS clamp for 100 MS pipe.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20 mm nominal size) Supply and fixing MS clamp for 100 MS pipe.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. EHD - 35. Circular shape 560 mm internal dia
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Renewing acrylic sheet panes 3 mm thick, with silicon, putty and nails wherever necessary.
Fabrication supplying and erection of flange mounted hot dip Galvanized octaqgonal Poles of 5 Mtr. Height made from 3mm thick steel plate having bottom Dia of 130 mm & top Dia of 70mm complete with window with flash cover at the height of 2.00 Mtr from the base of cable termination Block etc. and galvanization base plate of size 200mm x 200mm x 12mm thick on existing cement concrete pedestal as required including supplying and fixing of laminated sheet, DIN channel, BUS Bar and earth sheet 2 Nos. welded at suitable height as per direction of Engineer-in-charge. 2 Nos. washer, nuts and locking arrangement completed as required (make Bajaj/Volmont/Phillips/Lysaght).
Supplying and fixing of 4 Nos. 20mm x 700mm long GI foundation bolt (EN 8 grade) with nuts washer including 2 Nos. template of 3mm thick size 200mmx200mmx12mm thick with 4 Nos. 16mm Dia holes to match with PCD of poles base plate as required (make Bajaj/Volmont/Phillips/Lysaght).
Fabrication Supplying and fixing of galvanized single arm bracket 500mm long galvanized top tube with 1000 mm long 48.30x3.20mm thick each side galvanized single over hang with tightening bolts etc as required (ordinary) (make Bajaj/Volmont/Phillips/Lysaght).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal).
Supplying & drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel / PVC conduct as required 2 x 2.5 Sqmm
Supplying & fixing 5 amps to 32 amps rating, 240/415 volts 'C' curve miniture circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connection, testing and commissioning etc. as required A) Single pole (2.10.1)
Supplying, Installation, Testing and Commossioning of 40 watts smart integrated all in one solar light of Highly efficient IP65 LED Solar Lighting System with built-in high efficiency Solar Panel, LED Light and long-life PO4 battery with high efficiency microprocessor-based charge controller, p/r motion sensor and compact in size to be mount on pole top complete etc. as required. (make Bajaj, Helonix, Phillips, Crompton)
Supply og Deep Freezer (210 Ltr). Based on M/R
Supply of Water Cooler (150 Ltr Voltas). Based on M/R
Supply of KENT Filter RO. Based on M/R
Providing and fixing of Split AC 1.50 Ton Capacity O General make as per direction of Engineer-in-charge.
Rajdhani Constructions
ASHOK BUILDERS
DURGA CONSTRUCTION CO .
VINOD KUMAR AND CO
DAHIYA CONSTRUCTION COMPANY
M/s J.S.CONSTRUCTION CO.
sunrise construction company
Ram Kumar And Sons
R.K.Barwa and Sons
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