Construction Of Vacuum Evaporation Plant Building At Ttpl Construction Of Vacuum Evaporation Plant Building At Travancore TitaniumProducts Ltd . , Thiruvananthapuram
Tender Value
1.39 Crore
Estimated cost
Bid Submission
03 Dec 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Travancore Titanium Products Ltd, Trivandrum- 21 → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Vacuum Evaporation Plant Building At Ttpl Construction Of Vacuum Evaporation Plant Building At Travancore Titanium Products Ltd . , Thiruvananthapuram
BOQ
| Name of Work: Construction of Vacuum Evaporation Plant Building at Travancore Titanium Products Ltd., Thiruvananthapuram | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1 | (SH : 1.0 EARTHWORK) | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.01 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001114 | 25 | sqm |
| 4 | 1.02 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001115 | 232 | cum |
| 5 | 1.03 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001116 | 48 | cum |
| 6 | 1.04 | Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within the site as directed by the Engineer- in-Charge.\nAll kinds of soil | BI01010001010000000000000515BI0100001117 | 212 | cum |
| 7 | 1.05 | Soling with soling stone of size 150 to 75 mm brokenstone and binding materials, including hand packing and wedging them tightly so that the whole is formed as a solid mass, spreading binding material in 12mm thick layers and sweeping the same to fill the voids,watering profusely and consolidating with hand rammer/ plate vibrator etc complete as per the direction of Engineer-in - Charge. | BI01010001010000000000000515BI0100001118 | 30 | cum |
| 8 | 1.06 | Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50m and lift upto 1.5m including cost and conveyance of all materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge | BI01010001010000000000000515BI0100001119 | 359 | cum |
| 9 | 1.07 | 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. | BI01010001010000000000000515BI0100001120 | 85 | cum |
| 10 | 2 | (SH: - 2.0 - CONCRETE WORK) | BI01010001010000000000000515BI0100001121 | ||
| 11 | 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001122 | 36 | cum |
| 12 | 2.02 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001123 | 19 | sqm |
| 13 | 2.03 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil | BI01010001010000000000000515BI0100001124 | 19 | sqm |
| 14 | 3 | (SH: - 3.0 - R.C.C. WORK) | BI01010001010000000000000515BI0100001125 | ||
| 15 | 3.01 | 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.\nAll works upto plinth level | BI01010001010000000000000515BI0100001126 | 81 | cum |
| 16 | 3.02 | 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.\nAll works above plinth level upto floor V level | BI01010001010000000000000515BI0100001127 | 15 | cum |
| 17 | 3.03 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-Charge at all levels.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001128 | 9142 | kg |
| 18 | 3.04 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete. | BI01010001010000000000000515BI0100001129 | 155 | sqm |
| 19 | 3.05 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001130 | 79 | sqm |
| 20 | 3.06 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001131 | 69 | sqm |
| 21 | 3.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls of (any thickness)including attached pilasters butteresses plinth and string course etc. | BI01010001010000000000000515BI0100001132 | 30 | sqm |
| 22 | 3.08 | Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills, cover slabs and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001133 | 5 | cum |
| 23 | 4 | (SH: - 4.0 - MASONRY WORK) | BI01010001010000000000000515BI0100001134 | ||
| 24 | 4.01 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete, Minimum compressive strength shall be 10N/mm2 .\n | BI01010001010000000000000515BI0100001135 | 5 | cum |
| 25 | 4.02 | Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete; Minimum compressive strength shall be 10N/mm2 . | BI01010001010000000000000515BI0100001136 | 26 | cum |
| 26 | 5 | (SH: - 5.0 - JOINERY WORKS) | BI01010001010000000000000515BI0100001137 | ||
| 27 | 5.01 | 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, K11B and K 12 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 applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc.,including the cost of fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Rate shall include fixing with Carbon Steel galvanised dash fastner(min 5 micron) of 10 mm dia double threaded 6.8 grade counter sunk head screw comprising of 10 mm dia polyamide PA 6 grade sleave. Size 10 mm x 80 mm. | BI01010001010000000000000515BI0100001138 | 225 | kg |
| 28 | 5.02 | Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators and composite units. | BI01010001010000000000000515BI0100001139 | 109 | m |
| 29 | 5.03 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5 mm thick glass panes | BI01010001010000000000000515BI0100001140 | 19 | sqm |
| 30 | 6 | (SH: - 6.0 - STEEL WORK) | BI01010001010000000000000515BI0100001141 | ||
| 31 | 6.01 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work including cutting, hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc. including cost and conveyance of all materials,labour charges ,lead,lift etc complete as directed by Engineer in Charge at all levels | BI01010001010000000000000515BI0100001142 | 53977 | Kg |
| 32 | 6.02 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.<br>In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | BI01010001010000000000000515BI0100001143 | 10784 | Kg |
| 33 | 6.03 | Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001144 | 13975 | Kg |
| 34 | 6.04 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc. including cost and conveyance of all materials, labour, lead,lift etc. complete as directed by Engineer- in-Charge at all levels. M.S. tube | BI01010001010000000000000515BI0100001145 | 2776 | Kg |
| 35 | 6.05 | Providing and fixing GI round holding down bolts with nuts and washer plates complete. | BI01010001010000000000000515BI0100001146 | 389 | Kg |
| 36 | 6.06 | Providing and fixing of Galvanized steel fire rated doors of 120min Fire Rating of approved make with frame tested by CBRI/ International Test House in accordance with BS 476 part 22. Galvanized steel to be used conforming to IS 277 (2003). Door shall be of min. 46mm thick manufactured from two nos min. 1.0 mm galvanized steel sheets, lock seam jointed at stile edges to form a double skin fully flush shell. Infill of suitable insulation to the core to be provided for structure rigidity and sound insulation. Additional reinforcement for all hardware fixtures to be provided. The door frames are manufactured from minimum 1.5mm thick galvanised steel sheet pressed form to double rebate profile 154x77mm or nearest available as approved and shall be finished with powder coating. \nDoor frames may be supplied in knock down form for butt joints assembly at site. Vision panels of sizes according to National Fire Protection Association (NFPA), Uniform Building Code (UBC) and the International Building Code (IBC) using 6mm thick fire rated clear toughened glass of approved make wherever required are to be fixed with beading on frames with SS screws and fasteners. Door frame and shutters to be primed in the stoving grade epoxy zinc phosphate primer and finished in Aliphatic grade UV resistant polyurethane paint.\nDoor frames and shutters to have all hardware preparation pre-punched at the factory for flush fixing of hard ware at site. Door shutters to be fixed on two frames with fire rated stainless steel double ball bearing butt hinges of dimensions 100x75x3mm. Double shutters shall have over lapping astragals applied to opposite face of both shutters. Inactive shutter to be provided with concealed flush bolts of Size 250x10mm Long of approved Make.\nThe rate shall includes the cost and conveyance of all materials , labour charges,lead,lift and necessary fire rated hardware like SS ball bearing hinges - Minimum 03 Nos.in each panel, mortise sash lock with SS liver handles(1 Set for each panel) side key operation etc. complete as directed by the Engineer-in-Charge at all levels. All SS fixtures shall be of 304 grade unless otherwise mentioned. Flush pull handle and shaft lock with allenkey shall be considered for shaft doors\nSteel door of size 1.20X2.10 m (Single leaf door ) | BI01010001010000000000000515BI0100001147 | 3 | No. |
| 37 | 6.07 | Supplying and fixing rolling shutters of approved make,made of required size M.S laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets,side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S top cover of required thickness for rolling shutters including applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) over one coat of epoxy amine HB coating intermediate(DFT 150 microns), over one coat of epoxy mastic primer(DFT 100 microns) and surface roughness shall be made to SA 2.5 before applying primer etc., including cost and conveyance of all materials, labour charges,lead,lift etc complete as directed by Engineer in Charge at all levels. 80 X 1.25 mm M.S.Laths with 1.25mm thick top cover | BI01010001010000000000000515BI0100001148 | 7 | sqm |
| 38 | 6.08 | Providing and fixing ball bearing for rolling shutters including cost and conveyance of all materials, labour, etc. as directed by the Engineer-in-Charge at all levels. | BI01010001010000000000000515BI0100001149 | 2 | no |
| 39 | 6.09 | Extra for providing grill rolling shutter manufactured out of 8 mm dia M.S bars instead of laths as per the design approved by the Engineer in charge(area of grill to be measured) | BI01010001010000000000000515BI0100001150 | 3 | sqm |
| 40 | 7 | (SH: - 7.0 - FLOORING WORK) | BI01010001010000000000000515BI0100001151 | ||
| 41 | 7.01 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.\nIn flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof\ncement : 4 coarse sand) | BI01010001010000000000000515BI0100001152 | 222 | sqm |
| 42 | 7.02 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.\nIn dado/skirting on 12 mm thick mortar 1:4 (1 acid proof\ncement : 4 coarse sand) | BI01010001010000000000000515BI0100001153 | 69 | sqm |
| 43 | 7.03 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurrys etc. complete as directed by the Engineer in Charge | BI01010001010000000000000515BI0100001154 | 63 | sqm |
| 44 | 7.04 | Cement plaster askirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement . \n18 mm thick | BI01010001010000000000000515BI0100001155 | 5 | sqm |
| 45 | 8 | (SH: - 8.0:ROOFING AND CLADDING WORK) | BI01010001010000000000000515BI0100001156 | ||
| 46 | 8.01 | Providing high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | BI01010001010000000000000515BI0100001157 | 146 | sqm |
| 47 | 8.02 | Providing and fixing ridges, flashings and hips in fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete.:Corrugated serrated adjustable ridges | BI01010001010000000000000515BI0100001158 | 357 | m |
| 48 | 8.03 | Providing high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) for cladding and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete for all heights (excluding the cost of M.S.support members), including cutting sheets to size and shape wherever required, etc as directed by engineer in charge. | BI01010001010000000000000515BI0100001159 | 541 | sqm |
| 49 | 8.04 | Providing and fixing aluminium gutter using 1.2mm thick aluminium sheet as per drawing. All joints shall be folded & welded and treated with exterior grade sealant.The gutter shall be supported on MS brackets and (shall be measured and paid under relevant item). Gutter shall receive the downspouts at designed intervals and all joints with downspouts should be made water tight using exterior grade sealant. Gutter shall be fixed in lines and levels including cost and conveyance of all materials,labour charges, scaffolding, etc complete as directed by the Engineer in charge at all levels. Measurement shall be in sqm for laid width and length of aluminium sheet. | BI01010001010000000000000515BI0100001160 | 27 | sqm |
| 50 | 9 | (SH: - 9.0 - FINISHING WORK) | BI01010001010000000000000515BI0100001161 | ||
| 51 | 9.01 | 12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels. | BI01010001010000000000000515BI0100001162 | 155 | sqm |
| 52 | 9.02 | 15mm cement plaster of mix 1:6 (1 cement : 6 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels. | BI01010001010000000000000515BI0100001163 | 155 | sqm |
| 53 | 9.03 | Applying one coat of water thinnable cement primer of approved brand and manufacture on all surface including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels. | BI01010001010000000000000515BI0100001164 | 155 | sqm |
| 54 | 9.04 | 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) including cost and conveyance of all materials, labour charges, scaffoldings etc complete as directed by the Engineer-in-Charge at all levels.\n | BI01010001010000000000000515BI0100001165 | 155 | sqm |
| 55 | 9.05 | Painting the inside walls with acrylic emulsion paint of approved brand and manufacture to give an even shade two or more coats on new work to smooth even finish on ceiling and walls including cost and conveyance of all materials to site, labour charges, hire charges for scaffolding, etc as directed by Engineer-in-Charge at all levels | BI01010001010000000000000515BI0100001166 | 155 | sqm |
| 56 | 10 | (SH: - 10.0 - MISCELLANEOUS WORK) | BI01010001010000000000000515BI0100001167 | ||
| 57 | 10.01 | Providing and applying Antitermite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate 0.075% for pre-constructional treatment and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment )The above work shall be carried out by an agency having sufficient experience in this field and should ensure a guarantee for 10 years. | BI01010001010000000000000515BI0100001168 | 159 | sqm |
| 58 | 10.02 | Providing and fixing tiled false ceiling of approved materials of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams per sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x 30x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer -in-charge. \n12.5 mm thick square edge PVC Laminated Gypsum Tile size 595x595 mm made of Gypsum plasterboard , manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyster on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyster film so as to make the tile a completely sealed unit. | BI01010001010000000000000515BI0100001169 | 12 | sqm |
| 59 | 11 | (SH: - 11.0 - DEMOLITION WORKS) | BI01010001010000000000000515BI0100001170 | ||
| 60 | 11.01 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge: Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001171 | 15 | cum |
| 61 | 11.02 | Demolishing R.C.C work, including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001172 | 25 | cum |
| 62 | 11.03 | 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. | BI01010001010000000000000515BI0100001173 | 15 | cum |
| 63 | 12 | (SH : 12.0 DRAINAGE WORKS | BI01010001010000000000000515BI0100001174 | ||
| 64 | 12.01 | Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.\n90mm dia | BI01010001010000000000000515BI0100001175 | 60 | m |
| 65 | 12.02 | Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.\n110mm dia | BI01010001010000000000000515BI0100001176 | 30 | m |
| 66 | 12.03 | Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of CI Gratings of approved quality including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels\n150x150 mm | BI01010001010000000000000515BI0100001177 | 10 | each |
| 67 | 12.04 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) , stone aggregate 20mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarseconcrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) , i/c necessary excavation, foundation\nWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001178 | 6 | each |
| 68 | 12.05 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil and unserviceable material as directed, within a lead of 50 m \nIn all kinds of soil for pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001179 | 20 | m |
| 69 | 12.06 | Supplying, laying, jointing and hydrostatically testing ISI marked HDPE pipes of 10 kg/cm2 conforming to as per IS 4984,1985 PE-100 includingall fittings and specials such as tees, elbows, bends, reducers, end caps, saddles, plugs,coupling, MTA etc.including cost of all jointing materials, bolts, nuts, rubber washers, ferrule, pipe supports, hire of tools, cost forconveyance of water for testing, etc. complete so as to withstand the internal design pressure of 10 kg/cm2.\n160 mm dia | BI01010001010000000000000515BI0100001180 | 24 | m |
AI Tender Summary
Tender Timeline
Nov 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 03, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 06, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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