Provision Of Additional Ground Water Reservoir , Extension And Modification Of Existing Pump House And Other Allied Works At Jayant Project . Provision Of Additional GroundWater Reservoir , Extension AndModification Of Existing PumpHouse And Othe
Tender Value
1.43 Crore
Estimated cost
Bid Submission
10 Aug 2020
0 days left
EMD
1.79 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jayant → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Provision Of Additional Ground Water Reservoir , Extension And Modification Of Existing Pump House And Other Allied Works At Jayant Project . Provision Of Additional GroundWater Reservoir , Extension AndModification Of Existing PumpHouse And Other Allied WorksAt Jayant Project .
BOQ
| Name of Work: Provision of additional ground water reservoir, extension and modification of existing pump house and other allied works at Jayant Project. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Carriage of material by Mechanical Transport including loading, unloading and stacking. | |||
| 2 | 2 | Earth Lead - 1 Km | 1035 | cum | |
| 3 | 3 | Timber Lead - 10Km | 30 | cum | |
| 4 | 4 | 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. | 1050 | cum | |
| 5 | 5 | 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 | 473 | cum | |
| 6 | 6 | 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. | 413 | cum | |
| 7 | 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 268 | cum | |
| 8 | 8 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth | 15 | each | |
| 9 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 10 | 10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 12 | cum | |
| 11 | 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | 172.6 | cum | |
| 12 | 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 42.78 | cum | |
| 13 | 13 | 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 five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 44.72 | cum | |
| 14 | 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 144.57 | cum | |
| 15 | 15 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). | 260 | cum | |
| 16 | 16 | Extra for providing richer mixes at all floor levels.Providing M-30 grade concrete instead of M-25grade BMC/RMC.(Note:-Cement considered in M-30 is @340 Kg/cum) | 260 | cum | |
| 17 | 17 | Centering and shuttering including strutting, propping etc. and removal of form for:\n\n | |||
| 18 | 18 | Foundations, footings, bases of columns, etc. for mass concrete | 147.9 | sqm | |
| 19 | 19 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 910 | sqm | |
| 20 | 20 | Suspended floors, roofs, landings, balconies and access platform | 820.54 | sqm | |
| 21 | 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 302 | sqm | |
| 22 | 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | 293.6 | sqm | |
| 23 | 23 | Extra for shuttering in circular work (20% of respective centering and shuttering items) | 700 | sqm | |
| 24 | 24 | Edges of slabs and breaks in floors and walls Under 20 cm wide | 160.9 | metre | |
| 25 | 25 | Weather shade, Chajjas, corbels etc., including edges | 11.2 | sqm | |
| 26 | 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 51875 | Kg | |
| 27 | 27 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 750 | kg | |
| 28 | 28 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm | 1 | each | |
| 29 | 29 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :200x10 mm | 2 | each | |
| 30 | 30 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm | 2 | each | |
| 31 | 31 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.30 mm thick plain PVC door shutters | 1.54 | sqm | |
| 32 | 32 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1970 | kg | |
| 33 | 33 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 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 30x6mm for diagonal braces and central cross piece | 16.5 | sqm | |
| 34 | 34 | 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) | 81 | kg | |
| 35 | 35 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.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) | 17.5 | kg | |
| 36 | 36 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | 3 | each | |
| 37 | 37 | Welding by gas or electric plant including transportation of plant at site etc. complete. | 200 | cm | |
| 38 | 38 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 1000 | kg | |
| 39 | 39 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube | 150 | kg | |
| 40 | 40 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes | 6 | sqm | |
| 41 | 41 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | 473 | sqm | |
| 42 | 42 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick | 200 | metre | |
| 43 | 43 | 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. | 16 | sqm | |
| 44 | 44 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | 5 | sqm | |
| 45 | 45 | 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, (i) Single socketed pipes.110 mm diameter | 13.5 | metre | |
| 46 | 46 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. | |||
| 47 | 47 | Bend 87.5° 110 mm bend | 3 | each | |
| 48 | 48 | Shoe (Plain) 110 mm Shoe | 3 | each | |
| 49 | 49 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with 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 | 10 | each | |
| 50 | 50 | 12 mm cement plaster of mix : | |||
| 51 | 51 | 1:4 (1 cement: 4 fine sand) | 50 | sqm | |
| 52 | 52 | 1:6 (1 cement: 6 fine sand) | 997 | sqm | |
| 53 | 53 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) | 230 | sqm | |
| 54 | 54 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand | 487 | sqm | |
| 55 | 55 | Neat cement punning. | 50 | sqm | |
| 56 | 56 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 2782 | sqm | |
| 57 | 57 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work | 262 | sqm | |
| 58 | 58 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.With cement mortar 1:4 (1 cement : 4 fine sand) | 50 | sqm | |
| 59 | 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 50 | sqm | |
| 60 | 60 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.5 | cum | |
| 61 | 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | cum | |
| 62 | 62 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 28 | cum | |
| 63 | 63 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area beyond 3 sq. metres | 3 | each | |
| 64 | 64 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats | 1000 | kg | |
| 65 | 65 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet | 105 | sqm | |
| 66 | 66 | 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. | 60 | cum | |
| 67 | 67 | 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) | 300 | metre | |
| 68 | 68 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, 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 580x440 mm with integral type foot rests | 1 | each | |
| 69 | 69 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern | 1 | each | |
| 70 | 70 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | 1 | each | |
| 71 | 71 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia | 2 | each | |
| 72 | 72 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm | 1 | each | |
| 73 | 73 | Providing and fixing soil, waste and vent pipes :100 mm dia Sand cast iron S&S pipe as per IS: 1729 | 5.4 | metre | |
| 74 | 74 | Providing and fixing terminal guard :100 mm Sand cast iron S&S as per IS - 1729 | 1 | each | |
| 75 | 75 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. INTERNAL WORK - EXPOSED ON WALL | |||
| 76 | 76 | 15 mm dia nominal bore | 5 | metre | |
| 77 | 77 | 20 mm dia nominal bore | 10 | metre | |
| 78 | 78 | 25 mm dia nominal bore | 20 | metre | |
| 79 | 79 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore | 15 | metre | |
| 80 | 80 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore | 1 | each | |
| 81 | 81 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore | 1 | each | |
| 82 | 82 | Providing and fixing brass stop cock of approved quality : | |||
| 83 | 83 | 15 mm nominal bore | 2 | each | |
| 84 | 84 | 20 mm nominal bore | 1 | each | |
| 85 | 85 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore | 2 | each | |
| 86 | 86 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore | 1 | each | |
| 87 | 87 | Providing and fixing uplasticised PVC connection pipe with brass unions :30 cm length 15 mm nominal bore | 2 | each | |
| 88 | 88 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : | |||
| 89 | 89 | 150 mm dia pipe | 30 | metre | |
| 90 | 90 | 300 mm dia pipe | 20 | metre | |
| 91 | 91 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :300 mm diameter pipe | |||
| 92 | 92 | 150mm | 10 | each | |
| 93 | 93 | 200mm | 5 | Each | |
| 94 | 94 | 300mm | 10 | each | |
| 95 | 95 | Supplying pig lead at site of work. | 5 | quintal | |
| 96 | 96 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : Upto300mmdia | 15 | quintal | |
| 97 | 97 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : | |||
| 98 | 98 | 100 mm diameter Class II | 20 | each | |
| 99 | 99 | 150 mm diameter Class II | 20 | each | |
| 100 | 100 | 200 mm diameter Class II | 7 | each | |
| 101 | 101 | 300 mm diameter Class II | 2 | each | |
| 102 | 102 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 2 | each | |
| 103 | 103 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm nominal bore | 4 | each | |
| 104 | 104 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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 | 500 | per litre | |
| 105 | 105 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 :Upto300mmdia | 30 | quintal | |
| 106 | 106 | Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :300 mm dia C.I. Double Flanged Pipe | 26 | metre | |
| 107 | 107 | Labour for cutting C.I. pipe with steel saw. | |||
| 108 | 108 | 250 mm diameter C.I. pipe | 2 | Each cut | |
| 109 | 109 | 300 mm diameter C.I. pipe | 2 | Each cut | |
| 110 | 110 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe | 10 | metre | |
| 111 | 111 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | each | |
| 112 | 112 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb (225 mm wide, 8-11 mm thick) | 410 | metre | |
| 113 | 113 | Brick work with non modular FALG bricks (FLAG bricks) confirming to IS:12894, class designation -7.5 average compressive strength etc complete in all respect in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 38.5 | cum | |
| 114 | 114 | Brick work with non modular FALG bricks (FLAG bricks) confirming to IS:12894, class designation -7.5 average compressive strength etc complete in all reespect super structure above plinth level up to floor V level in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 90 | cum | |
| 115 | 115 | Supplying and fixing CI non return valve 150 mm dia class-II. | 12 | Each | |
| 116 | 116 | Providing and fixing G.I.pipes complete with G.I.fittings including trenching and refilling etc. | |||
| 117 | 117 | 150 mm dia (medium class) | 150 | meter | |
| 118 | 118 | 100 mm dia (medium class) | 100 | meter | |
| 119 | 119 | Supply, installationg testing & commissioning of 45 KW, 1500RPM (4Pole) fan cooled squirrel cage induction 3phase motor including all accessories cable etc.complete as per direction of EIC. | 3 | each | |
| 120 | 120 | Supply installation testing and commissioningof pump set including all as per instruction of EIC.(For45Kw Motor) | 3 | each | |
| 121 | 121 | Supply os starter,star delta automatic ten 3 phase 45KW motor with single phase preventer. | 3 | each | |
| 122 | 122 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A | 15 | Point | |
| 123 | 123 | Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A, “C” curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. | 2 | Each | |
| 124 | 124 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. | 4 | Each | |
| 125 | 125 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. | 20 | Each | |
| 126 | 126 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. With 2 X 4 sq. mm + 1 X 4 sq. mm earth wire | 150 | meter | |
| 127 | 127 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001129 | 1 | Nos |
AI Tender Summary
Tender Timeline
Jul 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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