Balance Works For The Construction Of Crp At Ttpl , Kochuveli .
Tender Value
50 Lakhs
Estimated cost
Bid Submission
28 Oct 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kochuveli → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Balance Works For The Construction Of Crp At Ttpl , Kochuveli .
BOQ
| Name of Work:Balance Works for the Construction of CRP at TTPL, Kochuveli. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (SH : 1.0 EARTHWORK) \nEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in Charge:All kinds of soil | BI01010001010000000000000515BI0100001113 | 277 | sqm |
| 2 | 2 | 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. | BI01010001010000000000000515BI0100001114 | ||
| 3 | 2.01 | All kinds of soil | BI01010001010000000000000515BI0100001115 | 21 | cum |
| 4 | 3 | Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in areas etc. in layers not exceeding 20cm in depth,consoldating 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 | BI01010001010000000000000515BI0100001116 | 48 | cum |
| 5 | 4 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001117 | 47 | cum |
| 6 | 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading toapproved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001118 | 10 | cum |
| 7 | 6 | (SH: - 2.0 - CONCRETE WORK)\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | BI01010001010000000000000515BI0100001119 | ||
| 8 | 6.01 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001120 | 32 | cum |
| 9 | 6.02 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 1 | cum |
| 10 | 7 | (SH: - 3.0 - R.C.C. WORK)\nProviding 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 | BI01010001010000000000000515BI0100001122 | 5 | cum |
| 11 | 8 | 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. | BI01010001010000000000000515BI0100001123 | 3 | cum |
| 12 | 9 | Providing ,hoisting and fixing precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, slabs,brackets etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 crusher sand), cost of required centering, shuttering etc complete but excluding the cost of reinforcement as per direction of Engineer-in-charge, with design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262. | BI01010001010000000000000515BI0100001124 | 2 | cum |
| 13 | 10 | 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. (Steel reinforcement bars should be SAIL/JINDAL/VIZAG/TATA) | BI01010001010000000000000515BI0100001125 | 767 | kg |
| 14 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for : | BI01010001010000000000000515BI0100001126 | ||
| 15 | 11.01 | Foundations, footings, bases of columns etc. for mass concrete. | BI01010001010000000000000515BI0100001127 | 15 | sqm |
| 16 | 11.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001128 | 26 | sqm |
| 17 | 11.03 | Walls of (any thickness)including attached pilasters butteresses plinth and string course etc. | BI01010001010000000000000515BI0100001129 | 34 | sqm |
| 18 | 12 | (SH: - 4.0 - MASONRY WORK)\nSolid block masonry using pre cast solid blocks (Factory made) M-10 grade 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 and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete as directed by Engineer-in-Charge.\n | BI01010001010000000000000515BI0100001130 | 1 | cum |
| 19 | 13 | Solid block masonry using pre cast solid blocks ( Factory made) M-10 grade 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 including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete as directed by Engineer-in-Charge. | BI01010001010000000000000515BI0100001131 | 27 | cum |
| 20 | 14 | (SH: - 5.0 - JOINERY WORKS)\nProviding and fixing factory made ISI marked steel glazed doors, windows and\nventilators, 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\napplying primer etc.,including the cost of fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).<br>Fixing with Carbon Steel galvanised dash fastner\n(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. | BI01010001010000000000000515BI0100001132 | 83 | kg |
| 21 | 15 | Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm\n(box type), approved shape and section with screws instead of glazing\nclips and metal sash putty, in steel doors, windows, ventilators and\ncomposite units. | BI01010001010000000000000515BI0100001133 | 41 | m |
| 22 | 16 | Providing & fixing glass panes with putty and glazing clips in steel doors,\nwindows, clerestory windows, all complete with :5.5 mm thick glass panes | BI01010001010000000000000515BI0100001134 | 7 | sqm |
| 23 | 17 | Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded) | BI01010001010000000000000515BI0100001135 | 14 | m |
| 24 | 18 | Providing and fixing IS : 12817 marked stainless steel ball bearing hinges (heavy\nweight) with stainless steel screws etc. complete:\n100x89x3 mm | BI01010001010000000000000515BI0100001136 | 9 | no |
| 25 | 19 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately). | BI01010001010000000000000515BI0100001137 | 5 | sqm |
| 26 | 20 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions\netc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-incharge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments). | BI01010001010000000000000515BI0100001138 | 1 | sqm |
| 27 | 21 | Providing and fixing hardwares for steel door(Excluding door frame and panel).The shutter to be provided with door closser(1 no),Trim handle with half Cylinder(1 no),concealed flush bolt (1 no) etc complete as directed by the Engineer-in-Charge at all levels: | BI01010001010000000000000515BI0100001139 | 2 | no |
| 28 | 22 | (SH: - 6.0 - STEEL WORK)\nSteel 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.(painting shall be measured and paid under relavent item): In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. (Material, Painting under scope of SILK). Touch up paint at site under the scope of contractor (Paint shall be supplied by SILK) | BI01010001010000000000000515BI0100001140 | 93 | kg |
| 29 | 23 | Site Fabrication and Erection of structural steel work sections,trussess and framed work and applying two coats of aliphatic acrylic PU paint(DFT 2x35 microns) as directed by the Engineer-in-Charge at all levels.(painting shall be measured and paid under relavent item) (Material, Painting under scope of SILK). Touch up paint at site under the scope of contractor (Paint shall be supplied by SILK) | BI01010001010000000000000515BI0100001141 | 36085 | kg |
| 30 | 24 | (SH: - 7.0 - FLOORING,ROOFING AND CLADDING WORK)\nProviding 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. | BI01010001010000000000000515BI0100001142 | ||
| 31 | 24.01 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof\ncement : 4 coarse sand) | BI01010001010000000000000515BI0100001143 | 285 | sqm |
| 32 | 24.02 | In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof\ncement : 4 coarse sand) | BI01010001010000000000000515BI0100001144 | 41 | sqm |
| 33 | 25 | Providing and fixing pigmented, anticorrosive, UV stabilised pre moulded thermo set FRP gratings 30mm thick, mesh size 38mmx38mm, rib thickness 5mm and load bearing capacity 500kg/sqm of approved colour and make over already existing M.S./RCC members at a spacing not exceeding 1m centre to centre, including cost and conveyance of all materials, labour charges ,lead, lift etc complete as directed by Engineer in Charge at all levels. | BI01010001010000000000000515BI0100001145 | 594 | sqm |
| 34 | 26 | Providing and fixing 25mm thick structural ply confirming to IS:10701 fixed over M.S framework in floor using approved size SS 304 grade screws at every 600 mm center to center , correct line and level including making necessary openings for cables as per drawing and as directed by Engineer-in-Charge .The rate is including cost and conveyance of all materials,labour charges for fixing the ply correct line and level to the frame work etc complete as per drawing and as directed by the Engineer-in-Charge at all levels. | BI01010001010000000000000515BI0100001146 | 45 | sqm |
| 35 | 27 | Providing & laying 2mm thick polyurethene reinforced laminated anti static vinyl flooring and skirting with flexibility less than 20mm, residual indentation less than 0.1 mm electrical behaviour less than 2kV of approved colour and texture over the floor surface to proper level, line using adhesives as per manufacturer's specification including joint treatment, coving cum capping , complete as directed by the Engineer in charge at all levels.The rate is inclusive of cost of all materials,welding all joints, labour, lead, lift etc. complete as directed by the Engineer-in-charge at all levels.The above work shall be carriedout by an agency having sufficient experience in vinyl flooring and only skilled and experienced persons shall be employed for this purpose. | BI01010001010000000000000515BI0100001147 | 45 | sqm |
| 36 | 28 | 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. ( Sheet supplied by SILK) | BI01010001010000000000000515BI0100001148 | 318 | sqm |
| 37 | 29 | 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 (Material supplied by SILK) | BI01010001010000000000000515BI0100001149 | 526 | m |
| 38 | 30 | 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. Sheet supplied by SILK) | BI01010001010000000000000515BI0100001150 | 1176 | sqm |
| 39 | 31 | 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. (Gutter supplied by SILK) | BI01010001010000000000000515BI0100001151 | 91 | sqm |
| 40 | 32 | (SH: - 8.0 - PARTITION AND FALSE CEILING WORK)\nProviding and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both side inclusive), consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture's specification and direction of engineer in charge all complete. | BI01010001010000000000000515BI0100001152 | ||
| 41 | 32.01 | 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum board conforming to IS: 2095: part I | BI01010001010000000000000515BI0100001153 | 211 | sqm |
| 42 | 33 | Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ 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 1200 mm 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 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 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. 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester 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 polyester film so as to make the tile a completely sealed unit. | BI01010001010000000000000515BI0100001154 | 45 | sqm |
| 43 | 34 | (SH: - 9.0 - FINISHING WORK)\n12mm cement plaster of mix 1:4 (1 cement : 4 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. | BI01010001010000000000000515BI0100001155 | 197 | sqm |
| 44 | 35 | 15mm cement plaster of mix 1:4 (1 cement : 4 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. | BI01010001010000000000000515BI0100001156 | 151 | sqm |
| 45 | 36 | 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. | BI01010001010000000000000515BI0100001157 | 614 | sqm |
| 46 | 37 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for new work (Two or more coats applied @ 1.43 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 | BI01010001010000000000000515BI0100001158 | 163 | sqm |
| 47 | 38 | 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 | BI01010001010000000000000515BI0100001159 | 614 | sqm |
| 48 | 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001160 | 429 | sqm |
| 49 | 40 | Providing 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 complete all works at all level including necessary scaffolding,materials, labour, machinery ,equipments and all consumables and recommendations of the paint manufacturer and to the satisfaction of the Site Engineer . | BI01010001010000000000000515BI0100001161 | 522 | sqm |
| 50 | 41 | (SH: - 10.0 -MISCELLANEOUS WORK)\nProviding 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 | BI01010001010000000000000515BI0100001162 | 267 | sqm |
| 51 | 42 | (SH : 11.0 DRAINAGE WORKS\nSupplying, 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. | BI01010001010000000000000515BI0100001163 | ||
| 52 | 42.01 | 160 mm dia | BI01010001010000000000000515BI0100001164 | 74 | m |
| 53 | 42.02 | 110 mm dia | BI01010001010000000000000515BI0100001165 | 37 | m |
| 54 | 43 | 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 | BI01010001010000000000000515BI0100001166 | ||
| 55 | 43.01 | 150x150 mm | BI01010001010000000000000515BI0100001167 | 12 | each |
| 56 | 44 | 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 | BI01010001010000000000000515BI0100001168 | ||
| 57 | 44.01 | 110 mm dia | BI01010001010000000000000515BI0100001169 | 2 | m |
AI Tender Summary
Tender Timeline
Oct 21, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 31, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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