Tender For Additional /Alternator Communication Block Building No. Ar/Dep/2008/67, Adm Block Bldg No .Ar/Npccl/ 2012/267, And Csd Bldg No. Ar/Dep/2006/45 Hq 28 Sector Assam Rifles At Kakching (Manipur).
Tender Value
65.97 Lakhs
Estimated cost
Bid Submission
21 Dec 2023
0 days left
EMD
1.32 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kakching → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Additional / Alternator Communication Block Building No. Ar / Dep / 2008 / 67, Adm Block Bldg No .Ar / Npccl / 2012 / 267, And Csd Bldg No. Ar / Dep / 2006 / 45 Hq 28 Sector Assam Rifles At Kakching ( Manipur ) .
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE‘A’ PART-1 (Addl/altr of Comn block) |
| 2 | 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) |
| 3 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 4 | 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. |
| 5 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. Two or more coats on new work |
| 6 | Distempering with 1st quality acrylic distemper (ready made) having VOCcontent less than 50 gm per ltr. of approved manufacturer and of requiredshade and colour complete. as per manufacturer\"s specification.One or more coats on old work |
| 7 | 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 |
| 8 | Providing and laying water proofing treatment on roofs of slabs by applyingcement slurry mixed with water proofing cement compound consisting ofapplying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqmmixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green.Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed bywater curing for 48 hours. The entire treatment will be taken upto 30 cm onparapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paidfor separately.For the purpose of measurement the entire treated surface will be measured. |
| 9 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 10 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 5622(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 Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cementmortar 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 matchingshade complete.. |
| 11 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings,standard size C.P. brass flush pipe, spreaders with unions and clamps (all inC.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating andother couplings in C.P. brass, including painting of fittings and cutting andmaking good the walls and floors wherever required Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 12 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cuttingand making good the walls and floors wherever required: Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mmwith flush pipe and integrated type foot rests |
| 13 | Providing & fixing GI pipe 15mm complete with GI fitting & clamps making good the walls etc concealed pipe including painting with anti corrosive bitumastic, cutting chases & making good |
| 14 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and rackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 15 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 16 | SCHEDULE‘A’ PART-II (Addl/altr of ADM Block Toilet Block) |
| 17 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth upto 50m & lift upto 1.5m disposed soil to be levelled & nearby dressed in all kindl of soil |
| 18 | Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drain (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides & ramming of bottom lift upto 1.5m |
| 19 | 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 (zone-III) : 6 graded stone aggregate 40 mm nominal size) |
| 20 | 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 |
| 21 | Brick work with common burnt clay FPS Non modular bricks of class design 7.5 in foundation & plinth in Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 22 | 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 :1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form fo Foundations, footings, bases of columns, etc. for mass concrete Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form fo Foundations, footings, bases of columns, etc. for mass concreteLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form Suspended floors, roofs, landings, balconies and access platform |
| 26 | 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) |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo Mechanically Treated bars of grade Fe-500D or more |
| 28 | 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). |
| 29 | 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) |
| 30 | 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 |
| 31 | Providing & fixing GI pipe 15 mm complete with GI fitting & clamps making good the walls etc concealed pipe including painting with anti corrosive bitumastic, cutting chases & making good |
| 32 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing whitevitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts,bolts and gasket etc complete. |
| 33 | Providing and fixing white vitreous china flat back or wall corner type lippedfront urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectivelywith automatic flushing cistern with standard flush pipe and C.P. brassspreaders with brass unions and G.I clamps complete, including painting offittings and brackets, cutting and making good the walls and floors whereverrequired :One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 34 | 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. |
| 35 | 20 mm cement plaster of mix : for external surafce1:4 (1 cement: 4 coarse sand) external surface |
| 36 | 12mm cement plaster of mix : for Internal surafce1:4 (1 cement: 4 coarse sand) internal surface |
| 37 | 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 Engineerin- 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. |
| 38 | Providing and laying Ceramic non skid 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 @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 39 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 40 | 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 Wash basin size 550x400 mm with a pair of 15 mm C.P. Brass single hole basin mixer |
| 41 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 42 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessaryfilling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleatangle, Aluminium snap beading for glazing / paneling, C.P. brass / stainlesssteel screws, all complete as per architectural drawings and the directions ofEngineer-in-charge. (Glazing, paneling and dash fasteners to be paid for Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) |
| 43 | Providing and fixing 12 mm thick frameless toughened glass door shutter ofapproved brand and manufacture, including providing and fixing top & bottompivot & double acting hydraulic floor spring type fixing arrangement and makingnecessary holes etc. for fixing required door fittings, all complete as per directionof Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 44 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 45 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 205 X 19 mm |
| 46 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & with SS screws etc .complete as per direction of Engineer-in-Charge. Anodized (AC 15 ) aluminium tubular handle bar |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 48 | 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 water thinnable priming coat with cement primer internal surafce Refer item no 20\"B\" |
| 49 | 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)Refer item no 19 \"A\" |
| 50 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete |
| 51 | SCHEDULE‘A’ PART-III (Addl/altr of ADM Block Septic tank) |
| 52 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth 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. |
| 53 | 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 (zone-III) : 6 graded stone aggregate 40 mm nominal size) |
| 54 | Brick work with common burnt Non modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:4 (1 cement : 6 coarse sand). |
| 55 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more |
| 56 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All workup to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 57 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 58 | Cement plaster1:4 (1 cement: 4 coarse sand) external surface20 mm thikness internalSurfaceCEMENTPLASTER(INCOARSESAND) 1:4 (1 cement: 4 coarse sand) |
| 59 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification. |
| 60 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cementmortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box100mm 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 mmnominal 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 asper standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 61 | Providing and fixing unplasticised Rigid PVC sewer 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. |
| 62 | Providing and fixing unplasticised Rigid PVC sewer Tee conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Single tee with door. |
| 63 | Providing and fixing unplasticised Rigid PVC sewer Bend conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion 110 mm bend. |
| 64 | Providing and fixing unplasticised Rigid PVC sewer 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 75 mm diameter. |
| 65 | Supply and fixing of PVC vent Cowl of 75 mm, at toilet and to the septic tank.. |
| 66 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 67 | SCHEDULE‘A’ PART-IV (Addl/altr of ADM Block Electrification) |
| 68 | Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. |
| 69 | Material and labour for Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 70 | Supplying and drawing 3x6.00 sqmm sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.Submains wiring from panel to MCB Box |
| 71 | Supplying and fixing metal box of 200 mm X 250 mm X 75 mm deep sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. |
| 72 | Supplying and redrawing of 3 x 4 sq. mm sizes of FR PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required including dismantling and making surface good etc. as required.Power Point Wiring |
| 73 | Supplying and fixing 5/6 amps switch piano type on the existing switch box/ cover including connections etc. as required. |
| 74 | Supplying and fixing 15/16 amp switch piano type on the existing switch box/ cover including connections etc. as required. |
| 75 | Supplying and fixing 5 pin 5/6 amp socket outlet on the existing switch box/ cover including connections etc. as required. |
| 76 | Supplying and fixing 6 pin 15/16 amp socket outlet piano type on the existing switch box/ cover including connections etc. as required. |
| 77 | Supplying and fixing following way, 2 + 4 way, Single door single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 78 | Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. |
| 79 | Supplying and fixing brass/insulated batten/ angle holder including connection etc. as required. |
| 80 | Material and labour for Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 81 | Supplying, installing on wall, testing and commissioning of 200 amps Busbar Chamber in sheet enclosure suitable for 415 volts, 50 Hz, 4 way, A.C. supply. |
| 82 | SCHEDULE‘A’ PART-V (Addl/altr of ADM Block Drain) |
| 83 | 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 |
| 84 | 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) |
| 85 | Supplying, laying and compacting stone aggreagte of size 63 mm to 45 mm for hardcore. |
| 86 | Providing and laying in position cement concrete ofgrade 1:3:6 using 40mm size stone aggregate. |
| 87 | Brick work with common burnt clay F.P.S.bricks of class designation 7.5 in drain in Cement mortar 1:6. |
| 88 | 15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4. |
| 89 | SCHEDULE‘A’ PART-VI (CSD Waiting Shade) |
| 90 | Earth 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 disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. |
| 91 | Excavation work 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m in all kinds of soil. |
| 92 | Providing and laying in position cement concrete ofgrade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 93 | Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 94 | Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in plinth andcolumns, excluding cost of centering, shuttering, finishing and reinforcement |
| 95 | entering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 97 | TMT bars steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 98 | 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). |
| 99 | 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. |
| 100 | Supplying, stacking, laying, spreading and compactingstone aggregate of 63 mm to 45 mm size to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density for hardcore. |
| 101 | Providing and laying cement corcrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 102 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Dark shade pigment using ordinary cement |
| 103 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. |
| 104 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 105 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 106 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete for Ridges plain (500 - 600mm). |
| 107 | Providing and fixing wind ties of 40x 6 mm flat iron section to roof incl securing both both cutting, drilling etc. |
| 108 | Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement / G.S. sheets gutters with purlins. |
AI Tender Summary
Tender Timeline
Dec 01, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 22, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender