Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #41046549

Tender For Repair-Renovation Of Ladies And Gents Toilets At Unit-06 Inside Factory Area Of Ofbl.

Issued by Statutory Bodies & Commissions/Committees · badmal, Odisha
Tender Value
16.46 Lakhs
Estimated cost
Bid Submission
22 Jan 2024
0 days left
EMD
32930
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
badmal → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Repair-Renovation Of Ladies And Gents Toilets At Unit-06 Inside Factory Area Of Ofbl.; 2 Site Clearance In Soft / Loose Soil As Per The Direction Of Engineering-In-Charge. 3 Demolition Of Cement Concrete ( Unreinforced ) In Ground Floor And Pavings N Exc 15 Cm Thickness ( Below Or Above Ground Level ) 4 Taking Down Chowkhats Or Frames ( Without Taking Off Shutters From The Frame ) Not Exc. 1.5 Sqm Each And Removing To Store As Per Direction Of E-I-C 5 Excavating In Trenches, N Exc 1.5 M Wide And N Exc 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. N Exc 10 Sq M On Plan And N Exc 1.5 M In Depth And Getting Out In Hard / Dense Soil As Per The Direction Of Engineering-In-Charge. 6 M&L For Sand Filling Under Floor Or In Foundations Including Watering And Consolidation As Per The Direction Of Engineering-In-Charge. 7 M & L For Cement Concrete In Foundations, Filling And Mass Concrete Type C2 1:3:6 ( 40 Mm Graded Aggregate ) As Per The Direction Of Engineering-In-Charge. 8 M & L For Reinforced Cement Concretetype B1 ( 1:2:4 ) ( 20 Mm Graded Aggregate ) In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concreteas Per The Direction Of Engineering-In-Charge.. 9 M & L For Brickwork With Fly Ash Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1: 4. ( With Modular Bricks ) Includung Curing Etc As Per Direction Of Eic. 10 M & L For Rendering 12Mm Thick Cement Plaster ( 1:4 ) On Fair Faces Of Brick Work Or Concrete Surfaces. 11 M & L Forp.C.C Type-I Grade M15 ( 1:2:4 ) Mix Using 20 Mm Graded Aggregateas Per The Direction Of Engineer-In-Charge.. 12 M & L For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick For Laying Floor Finishes. ( Cement Plaster 1:4 ) . 13 S & F Of Glazed Ceramic Tiles In Vertical Surface 300X 200X 7 Mm Thick Set And Jointed In Neat Cement Slurry And Pointed In White Or Colour Cement To Match To Colour As Per The Direction Of Engineer-In-Charge. 14 M & L For Non-Skid Ceramic Coloured Tiles 7 To 8 Mm Thick ( Square / Rectangular ) Area Of Each Tile Exceeding 0.06 Sqm But Not Exceeding 0.11 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match As Per The Direction Of Engineer-In-Charge. 15 Preparation Of Surfaces Plastered Or Unplastred Newsurfaces On Ceilingand Applying One Coat Ofwhite Washand Two Coat Of Distemper Oil Emulsion As Per The Direction Of Engineering-In-Charge. 16 Factory Made Solid Panel Pvc Door Shutter 30 Mm Thick ( Style ) Consisting Of Frame Made Out Of M.S. Tubes For Top & Bottom Rails. M.S. Frame Shall Be Covered With Heat Moulded Plain Colour Pvc ‘C’ Channel Having A Pvc Sheet Strip Of 20Mm Width Stuck Inside With Solvent Cement For Stiles And Plain Colour Pvc Sheets For Top Rail, Lock Rail & Bottom Rail On Either Side & As Gap Insert For Top Rail & Bottom Rail; Panelling Of Plain Colour Pvc Sheet To Be Fitted In The M.S. Frame Welded / Sealed To The Stiles & Rails With Suitable Pvc Sheet Beading, And Joined Together With Solvent Cement, Suppling & Fixing In The Frame At Site As Per Specification & Drawing As Per The Direction Of Engineering-In-Charge.. 17 Solid Pvc Door Frame Of Size 50Mm X 47Mm Made Out Of 5Mm Plain Colour Pvc Sheet Reinforced With M.S. Square Tube, Suppling & Fixing In Opening As Per Specification & Drawing As Per The Direction Of Engineering-In-Charge. 18 S & F Of Butt Hinges Of Size 100Mm, Heavy Weight, Cold Rolled Mild Steel, And Fixed As Per The Direction Of Engineering-In-Charge. 19 S & F Of Aluminium Anodised, Barrel Tower Bolts ( 150 Mm Long ) Of Extruded Section And Fixed As Per The Direction Of Engineering-In-Charge. 20 S & F Of Extruded Aluminium Alloy Handles, Fabricated Type, Anodised Of Size 150 Mm Length As Per The Direction Of Engineering-In-Charge. 21 Supply Of Vitreous China Squatting Pan, ‘Orissa’ Pattern, Size 580 X 440 Mm White, With Integral Foot Rests ( Excluding Flushing Cistern And Flush Pipe ) Water Closet ( Squatt Pattern ) Com Plete Including Provision Of Lime Concrete Bedding As Per The Direction Of Engineering-In-Charge. 22 Pvc 10 Litres Valveless, Syphonic Action Type, Flushing Cistern, Low Level, White, With Inlet, Ball Valve, Float And Handle Including Brackets As Per The Direction Of Engineering-In-Charge. 23 S & F Of Vitreous China Wash Basin, White, Flat Back, Size 450X300mm, Irun Excluding Taps, Waste, Chain And Plug And Pocelain Stopper But Including Brackets And Fixing Of Wash Basins, Vitreous China ( Flat Back Or Angle Back Type ) Any Size, Including Cutting For And Pinning In Ends Of Brackets Or Erecting Stand But Exclusive Of Fixing Of Supply And Waste Pipe As Per The Direction Of Engineering-In-Charge 24 S & F Of Pvc Connection 15Mmsize With Ptmt Nuts Of Length 300Mm. 25 M & L For Brushing Neat Cement Slurry With 3.0Kg Of Cement Per Sq. Metre 26 S & F Of Cast Iron Bends ( Any Radious ) 100Mm Dia. 27 S & F Of 100Mm Traps ‘P’ Or ‘S’ 28 S & F 100Mm Cast Iron Sanitary Short Connection Pipes Of Length Up To 300Mm. 29 M & L For Cast Iron Floortrap , 75Mm Diawilh Gratingincluding Jointing To Waste Pipe Fixed In Cemcnt Concrete Type B-1 ( 1:2:4 ) . 30 M & L For Cast Iron Nahani Trap , 100Mm Diawilh Gratingincluding Jointing To Waste Pipe Fixed In Cemcnt Concrete Type B-1 ( 1:2:4 ) . 31 S & F 15Mm G I Pipe Medium Grade With All Fittings, Laid In Trenches . 32 S & F 20Mm G I Pipe Medium Grade With All Fittings , Laid In Trenches . 33 S & F Of Grating Doom Of Size 150Mm Dia With Waste Hole Of Ptmt. ( Min.Wt.100Gm ) 34 S & F Offlush Pipe Of Polyethylene Of Low Or High Density Or Pvc. 32 Mm Dia, For Low Level Cistern 35 S & F Of 40 Mm Waste Coupling Of Ptmt ( Half Or Full Threaded ) , ( Minimum Weight 32Mm 45Gms / 40Mm-60 Gms ) Of 40Mm Dia Pipe As Per The Direction Of Engineering-In-Charge . 36 S & F Of 15 Mm Pillar Taps, Cast Copper Alloy, With Capstan Heads, Chromium Plated, Screwed Down High Pressure, With Or Without Lettered Hot Or Cold With Long Screwed Shanks And Fly-Nuts, Screwed For Iron Pipe And Fixed But Fancy Type As Per The Direction Of Engineering-In-Charge. 37 S & F Of Stop Valves, Cast Copper Alloy, Screwed Down, High Pressure, With Crutch Or Butterfly Handle, Screwed Both Ends For Iron Pipe Or For Unions And Fixed But Fancy Type, Chromium Plated ( 15 Mm Bore Dia Pipe ) As Per The Direction Of Engineering-In-Charge. 38 S & F Of15 Mm Bib Taps, Cast Copper Alloy Fancy Type With Crutch Or Butterfly Handle, Screwed Down, Screwed For Iron Pipe Or For Brass Ferrule And Fixed As Per The Direction Of Engineering-In-Charge. 39 S & F Of 110Mm Pvc ( Swr ) Wc Connector With Lip Ring As Per The Direction Of Engineering-In-Charge. 40 S & F Of Towel Ring Of Ptmt Fixed With And Including Chromium Plated Brass Screws And Wooden / Plastic Cleats ( Minimum Weight 90Gms ) As Per The Direction Of Engineering-In-Charge. 41 S & F Of 110Mm Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors As Per The Direction Of Engineering-In-Charge. 42 S & F Of 600Mmx450mm Bevelled Edge Mirror Of Selected Quality Glass, Mounted On 6Mm Thick Ac Building Board Or Commercial Plywood And Fixed To Wooden Plugs With Chromium Plated Brass Screws And Cup Washers As Per The Direction Of Engineering-In-Charge. 43 S & F Of Shelf Of Ptmt Fixed With And Including Chromium Plated Brass Screws And Wooden / Plastic Cleats ( Minimum Weight 300Gms ) As Per The Direction Of Engineering-In-Charge. 44 S & F Of 100Mm Traps ‘P’ Or ‘S’ As Per The Direction Of Engineering-In-Charge. 45 S & F Ofpvc ( Swr ) Gully Trap 125 / 110 Mm, Setting And Jointing With Solvent Cement As Per The Direction Of Engineering-In-Charge. 46 M & L For 100Mm Cast Iron Pipe With Flanged Ends, Centrifugallycast, Class A In Any Length Laid In Trenches Or Walls . 47 S & Ffor Cast Iron Cowls Of 100Mm Dia . 48 M & L For Providing Precast Cement Concreteset In Cement Mortar 1:4 Type-B1 1:2:4 ( 20Mm Graded Aggregate ) In Landings, Cover Slabs ( For Man Holes Etc. ) Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves And Similar Articles With Plain Faces. 49 Mild Steel Tmt Bars 10Mm Dia, Cut To Length, Bent Toshape Required, Including Cranking, Bending Spirally Forhooping For Columns, Hooking Endsand Binding Withand Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips As Per The Direction Of Engineering-In-Charge. . 50 M & L For Cement Concrete ( 1:3:6 ) Type-C2 Concrete Bed To Drain 200Mm Pipes Including Packing Under, And Haunching Against The Sides Of Pipes After They Are Laid And Tested; In As Per The Direction Of Engineering-In-Charge. 51 M & L For 200Mm Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars ®As Per The Direction Of Engineering-In-Charge. 52 S & F Of Anodised Aluminium Window And Ventilator Shutters, Fixed Type Without Sash Bar, Aluminium Section Weighing 0.55 Kg / M Including Necessary Joining Cleats, Glazing Clips, Rubber Packing, Anodised Aluminium Snap Beading, Screws Etc. Complete All As Specified As Per The Direction Of Engineering-In-Charge. 53 S & F Of Sheet Glass, 4.8Mm Thick Selectedquality, In Squaresexc 0.5 Sq. M Each Pane. 54 S & F Of Anodised Aluminium Grill ( According To Is:1868 With Min. Anodic Coating Of Grade Ac15 ) Of Approved Design / Pattern With Approved Standrad Section And Fixed With Existing Window Section As Per The Direction Of Engineering-In-Charge.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 01-Jan-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 08-Jan-2024
2 08-Jan-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 15-Jan-2024
3 15-Jan-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-Jan-2024

BOQ

Name of Work:REPAIR/RENOVATION OF LADIES AND GENTS TOILETS AT UNIT-06 INSIDE FACTORY AREAOF OFBL.
Sl. No. Item Description
1REPAIR/RENOVATION OF LADIES AND GENTS TOILETS AT UNIT-06 INSIDE FACTORY AREAOF OFBL.
2Site clearance in soft/loose soil as per the direction of Engineering-in-charge.
3Demolition of cement concrete (unreinforced) in ground floor and pavings n exc 15 cm thickness (below or above ground level )
4Taking down chowkhats or frames (without taking off shutters from the frame) not exc. 1.5 sqm each and removing to store as per direction of E-I-C
5Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil as per the direction of Engineering-in-charge.
6M&L for sand filling under floor or in foundations including watering and consolidation as per the direction of Engineering-in-charge.
7M & L for Cement concrete in foundations, filling and mass concrete type C2 1:3:6 (40 mm graded aggregate) as per the direction of Engineering-in-charge.
8M & L for reinforced cement concreteType B1( 1:2:4) (20 mm graded aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concreteas per the direction of Engineering-In-charge..
9M & L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1: 4. (with modular bricks) includung curing etc as per direction of EIC.
10M & L for rendering 12mm thick cement plaster (1:4)on fair faces of brick work or concrete surfaces.
11M & L forP.C.C Type-I Grade M15 (1:2:4 ) mix using 20 mm graded aggregateas per the direction of Engineer-In-Charge..
12M & L for screed bed or bedding layer of mortar 15 mm thick for laying floor finishes.(cement plaster 1:4).
13S & F of Glazed ceramic tiles in vertical surface 300x 200x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match to colour as per the direction of Engineer-In-Charge.
14M & L for non-skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match as per the direction of Engineer-In-Charge.
15Preparation of surfaces plastered or unplastred newsurfaces on ceilingand applying one coat ofwhite washand two coat of distemper oil emulsion as per the direction of Engineering-in-charge.
16Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing as per the direction of Engineering-in-charge..
17Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing as per the direction of Engineering-in-charge.
18S & F of Butt hinges of size 100mm, heavy weight, cold rolled mild steel, and fixed as per the direction of Engineering-in-charge.
19S & F of Aluminium anodised, barrel tower bolts(150 mm long) of extruded section and fixed as per the direction of Engineering-in-charge.
20S & F of Extruded aluminium alloy handles, fabricated type, anodised of size 150 mm length as per the direction of Engineering-in-charge.
21Supply of vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) Water closet (Squatt pattern) com plete including provision of lime concrete bedding as per the direction of Engineering-in-charge.
22PVC 10 litres valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets as per the direction of Engineering-in-charge.
23S & F of Vitreous China Wash basin, white, flat back, size 450x300mm,irun excluding taps, waste, chain and plug and pocelain stopper but including brackets and fixing of Wash basins, Vitreous China (flat back or angle back type) any size, including cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe as per the direction of Engineering-in-charge
24S & F of PVC connection 15mmsize with PTMT nuts of length 300mm.
25M & L for Brushing neat cement slurry with 3.0kg of cement per sq. metre
26S & F of cast iron bends ( any radious) 100mm dia.
27S & F of 100mm Traps ‘P’ or ‘S’
28S & F 100mm cast iron sanitary short connection pipes of length up to 300mm.
29M & L for Cast iron floortrap , 75mm diawilh gratingincluding jointing to waste pipe fixed in cemcnt concrete type B-1 (1:2:4) .
30M & L for Cast iron nahani trap ,100mm diawilh gratingincluding jointing to waste pipe fixed in cemcnt concrete type B-1 (1:2:4) .
31S & F 15mm G I pipe medium grade with all fittings, laid in trenches .
32S & F 20mm G I pipe medium grade with all fittings , laid in trenches .
33S & F of grating doom of size 150mm dia with waste hole of PTMT. (Min.wt.100gm)
34S & F ofFlush pipe of polyethylene of low or high density or PVC. 32 mm dia, for low level cistern
35S & F of 40 mm Waste coupling of PTMT (half or full threaded),(Minimum weight 32mm 45gms/40mm-60 gms) of 40mm dia pipe as per the direction of Engineering-in-charge .
36S & F of 15 mm Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered \"Hot\" or \"Cold\" with long screwed shanks and fly-nuts, screwed for iron pipe and fixed but fancy type as per the direction of Engineering-in-charge.
37S & F of Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed but fancy type, chromium plated (15 mm bore dia pipe) as per the direction of Engineering-in-charge.
38S & F of15 mm Bib taps, cast copper alloy fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed as per the direction of Engineering-in-charge.
39S & F of 110mm PVC (SWR) WC connector with lip ring as per the direction of Engineering-in-charge.
40S & F of Towel Ring of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 90gms) as per the direction of Engineering-in-charge.
41S & F of 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors as per the direction of Engineering-in-charge.
42S & F of 600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers as per the direction of Engineering-in-charge.
43S & F of shelf of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 300gms) as per the direction of Engineering-in-charge.
44S & F of 100mm Traps ‘P’ or ‘S’ as per the direction of Engineering-in-charge.
45S & F ofPVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement as per the direction of Engineering-in-charge.
46M & L for 100mm cast iron pipe with flanged ends, centrifugallycast, class A in any length laid in trenches or walls .
47S & Ffor Cast iron cowls of 100mm dia .
48M & L for providing precast cement concreteset in cement mortar 1:4 type-B1 1:2:4 (20mm graded aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces.
49Mild steel TMT bars 10mm dia, cut to length,bent toshape required, including cranking, bending spirally forhooping for columns, hooking endsand binding withand including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as per the direction of Engineering-in-charge. .
50M & L for cement concrete (1:3:6) type-C2 concrete bed to drain 200mm pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in as per the direction of Engineering-in-charge.
51M & L for 200mm reinforced concrete pipes, class NP2, laid and jointed complete with collars ®as per the direction of Engineering-in-charge.
52S & F of anodised aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified as per the direction of Engineering-in-charge.
53S & F of sheet glass, 4.8mm thick selectedquality, in squaresexc 0.5 sq. m each pane.
54S & F of Anodised aluminium grill (according to IS:1868 with min. anodic coating of grade AC15) of approved design/pattern with approved standrad section and fixed with existing window section as per the direction of Engineering-in-charge.

AI Tender Summary

OUR REF NO 41046549
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 16.46 Lakhs
LAST DATE 22-01-2024
Authority
Authority Name Munitions India Limited
Work Description Tender For Repair-Renovation Of Ladies And Gents Toilets At Unit-06 Inside Factory Area Of Ofbl.; 2 Site Clearance In Soft / Loose Soil As Per The Direction Of Engineering-In-Charge. 3 Demolition Of Cement Concrete ( Unreinforced ) In Ground Floor And Pavings N Exc 15 Cm Thickness ( Below Or Above Ground Level ) 4 Taking Down Chowkhats Or Frames ( Without Taking Off Shutters From The Frame ) Not Exc. 1.5 Sqm Each And Removing To Store As Per Direction Of E-I-C 5 Excavating In Trenches, N Exc 1.5 M Wide And N Exc 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. N Exc 10 Sq M On Plan And N Exc 1.5 M In Depth And Getting Out In Hard / Dense Soil As Per The Direction Of Engineering-In-Charge. 6 M&L For Sand Filling Under Floor Or In Foundations Including Watering And Consolidation As Per The Direction Of Engineering-In-Charge. 7 M & L For Cement Concrete In Foundations, Filling And Mass Concrete Type C2 1:3:6 ( 40 Mm Graded Aggregate ) As Per The Direction Of Engineering-In-Charge. 8 M & L For Reinforced Cement Concretetype B1 ( 1:2:4 ) ( 20 Mm Graded Aggregate ) In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concreteas Per The Direction Of Engineering-In-Charge.. 9 M & L For Brickwork With Fly Ash Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1: 4. ( With Modular Bricks ) Includung Curing Etc As Per Direction Of Eic. 10 M & L For Rendering 12Mm Thick Cement Plaster ( 1:4 ) On Fair Faces Of Brick Work Or Concrete Surfaces. 11 M & L Forp.C.C Type-I Grade M15 ( 1:2:4 ) Mix Using 20 Mm Graded Aggregateas Per The Direction Of Engineer-In-Charge.. 12 M & L For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick For Laying Floor Finishes. ( Cement Plaster 1:4 ) . 13 S & F Of Glazed Ceramic Tiles In Vertical Surface 300X 200X 7 Mm Thick Set And Jointed In Neat Cement Slurry And Pointed In White Or Colour Cement To Match To Colour As Per The Direction Of Engineer-In-Charge. 14 M & L For Non-Skid Ceramic Coloured Tiles 7 To 8 Mm Thick ( Square / Rectangular ) Area Of Each Tile Exceeding 0.06 Sqm But Not Exceeding 0.11 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match As Per The Direction Of Engineer-In-Charge. 15 Preparation Of Surfaces Plastered Or Unplastred Newsurfaces On Ceilingand Applying One Coat Ofwhite Washand Two Coat Of Distemper Oil Emulsion As Per The Direction Of Engineering-In-Charge. 16 Factory Made Solid Panel Pvc Door Shutter 30 Mm Thick ( Style ) Consisting Of Frame Made Out Of M.S. Tubes For Top & Bottom Rails. M.S. Frame Shall Be Covered With Heat Moulded Plain Colour Pvc ‘C’ Channel Having A Pvc Sheet Strip Of 20Mm Width Stuck Inside With Solvent Cement For Stiles And Plain Colour Pvc Sheets For Top Rail, Lock Rail & Bottom Rail On Either Side & As Gap Insert For Top Rail & Bottom Rail; Panelling Of Plain Colour Pvc Sheet To Be Fitted In The M.S. Frame Welded / Sealed To The Stiles & Rails With Suitable Pvc Sheet Beading, And Joined Together With Solvent Cement, Suppling & Fixing In The Frame At Site As Per Specification & Drawing As Per The Direction Of Engineering-In-Charge.. 17 Solid Pvc Door Frame Of Size 50Mm X 47Mm Made Out Of 5Mm Plain Colour Pvc Sheet Reinforced With M.S. Square Tube, Suppling & Fixing In Opening As Per Specification & Drawing As Per The Direction Of Engineering-In-Charge. 18 S & F Of Butt Hinges Of Size 100Mm, Heavy Weight, Cold Rolled Mild Steel, And Fixed As Per The Direction Of Engineering-In-Charge. 19 S & F Of Aluminium Anodised, Barrel Tower Bolts ( 150 Mm Long ) Of Extruded Section And Fixed As Per The Direction Of Engineering-In-Charge. 20 S & F Of Extruded Aluminium Alloy Handles, Fabricated Type, Anodised Of Size 150 Mm Length As Per The Direction Of Engineering-In-Charge. 21 Supply Of Vitreous China Squatting Pan, ‘Orissa’ Pattern, Size 580 X 440 Mm White, With Integral Foot Rests ( Excluding Flushing Cistern And Flush Pipe ) Water Closet ( Squatt Pattern ) Com Plete Including Provision Of Lime Concrete Bedding As Per The Direction Of Engineering-In-Charge. 22 Pvc 10 Litres Valveless, Syphonic Action Type, Flushing Cistern, Low Level, White, With Inlet, Ball Valve, Float And Handle Including Brackets As Per The Direction Of Engineering-In-Charge. 23 S & F Of Vitreous China Wash Basin, White, Flat Back, Size 450X300mm, Irun Excluding Taps, Waste, Chain And Plug And Pocelain Stopper But Including Brackets And Fixing Of Wash Basins, Vitreous China ( Flat Back Or Angle Back Type ) Any Size, Including Cutting For And Pinning In Ends Of Brackets Or Erecting Stand But Exclusive Of Fixing Of Supply And Waste Pipe As Per The Direction Of Engineering-In-Charge 24 S & F Of Pvc Connection 15Mmsize With Ptmt Nuts Of Length 300Mm. 25 M & L For Brushing Neat Cement Slurry With 3.0Kg Of Cement Per Sq. Metre 26 S & F Of Cast Iron Bends ( Any Radious ) 100Mm Dia. 27 S & F Of 100Mm Traps ‘P’ Or ‘S’ 28 S & F 100Mm Cast Iron Sanitary Short Connection Pipes Of Length Up To 300Mm. 29 M & L For Cast Iron Floortrap , 75Mm Diawilh Gratingincluding Jointing To Waste Pipe Fixed In Cemcnt Concrete Type B-1 ( 1:2:4 ) . 30 M & L For Cast Iron Nahani Trap , 100Mm Diawilh Gratingincluding Jointing To Waste Pipe Fixed In Cemcnt Concrete Type B-1 ( 1:2:4 ) . 31 S & F 15Mm G I Pipe Medium Grade With All Fittings, Laid In Trenches . 32 S & F 20Mm G I Pipe Medium Grade With All Fittings , Laid In Trenches . 33 S & F Of Grating Doom Of Size 150Mm Dia With Waste Hole Of Ptmt. ( Min.Wt.100Gm ) 34 S & F Offlush Pipe Of Polyethylene Of Low Or High Density Or Pvc. 32 Mm Dia, For Low Level Cistern 35 S & F Of 40 Mm Waste Coupling Of Ptmt ( Half Or Full Threaded ) , ( Minimum Weight 32Mm 45Gms / 40Mm-60 Gms ) Of 40Mm Dia Pipe As Per The Direction Of Engineering-In-Charge . 36 S & F Of 15 Mm Pillar Taps, Cast Copper Alloy, With Capstan Heads, Chromium Plated, Screwed Down High Pressure, With Or Without Lettered Hot Or Cold With Long Screwed Shanks And Fly-Nuts, Screwed For Iron Pipe And Fixed But Fancy Type As Per The Direction Of Engineering-In-Charge. 37 S & F Of Stop Valves, Cast Copper Alloy, Screwed Down, High Pressure, With Crutch Or Butterfly Handle, Screwed Both Ends For Iron Pipe Or For Unions And Fixed But Fancy Type, Chromium Plated ( 15 Mm Bore Dia Pipe ) As Per The Direction Of Engineering-In-Charge. 38 S & F Of15 Mm Bib Taps, Cast Copper Alloy Fancy Type With Crutch Or Butterfly Handle, Screwed Down, Screwed For Iron Pipe Or For Brass Ferrule And Fixed As Per The Direction Of Engineering-In-Charge. 39 S & F Of 110Mm Pvc ( Swr ) Wc Connector With Lip Ring As Per The Direction Of Engineering-In-Charge. 40 S & F Of Towel Ring Of Ptmt Fixed With And Including Chromium Plated Brass Screws And Wooden / Plastic Cleats ( Minimum Weight 90Gms ) As Per The Direction Of Engineering-In-Charge. 41 S & F Of 110Mm Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors As Per The Direction Of Engineering-In-Charge. 42 S & F Of 600Mmx450mm Bevelled Edge Mirror Of Selected Quality Glass, Mounted On 6Mm Thick Ac Building Board Or Commercial Plywood And Fixed To Wooden Plugs With Chromium Plated Brass Screws And Cup Washers As Per The Direction Of Engineering-In-Charge. 43 S & F Of Shelf Of Ptmt Fixed With And Including Chromium Plated Brass Screws And Wooden / Plastic Cleats ( Minimum Weight 300Gms ) As Per The Direction Of Engineering-In-Charge. 44 S & F Of 100Mm Traps ‘P’ Or ‘S’ As Per The Direction Of Engineering-In-Charge. 45 S & F Ofpvc ( Swr ) Gully Trap 125 / 110 Mm, Setting And Jointing With Solvent Cement As Per The Direction Of Engineering-In-Charge. 46 M & L For 100Mm Cast Iron Pipe With Flanged Ends, Centrifugallycast, Class A In Any Length Laid In Trenches Or Walls . 47 S & Ffor Cast Iron Cowls Of 100Mm Dia . 48 M & L For Providing Precast Cement Concreteset In Cement Mortar 1:4 Type-B1 1:2:4 ( 20Mm Graded Aggregate ) In Landings, Cover Slabs ( For Man Holes Etc. ) Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves And Similar Articles With Plain Faces. 49 Mild Steel Tmt Bars 10Mm Dia, Cut To Length, Bent Toshape Required, Including Cranking, Bending Spirally Forhooping For Columns, Hooking Endsand Binding Withand Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips As Per The Direction Of Engineering-In-Charge. . 50 M & L For Cement Concrete ( 1:3:6 ) Type-C2 Concrete Bed To Drain 200Mm Pipes Including Packing Under, And Haunching Against The Sides Of Pipes After They Are Laid And Tested; In As Per The Direction Of Engineering-In-Charge. 51 M & L For 200Mm Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars ®As Per The Direction Of Engineering-In-Charge. 52 S & F Of Anodised Aluminium Window And Ventilator Shutters, Fixed Type Without Sash Bar, Aluminium Section Weighing 0.55 Kg / M Including Necessary Joining Cleats, Glazing Clips, Rubber Packing, Anodised Aluminium Snap Beading, Screws Etc. Complete All As Specified As Per The Direction Of Engineering-In-Charge. 53 S & F Of Sheet Glass, 4.8Mm Thick Selectedquality, In Squaresexc 0.5 Sq. M Each Pane. 54 S & F Of Anodised Aluminium Grill ( According To Is:1868 With Min. Anodic Coating Of Grade Ac15 ) Of Approved Design / Pattern With Approved Standrad Section And Fixed With Existing Window Section As Per The Direction Of Engineering-In-Charge.
Basic Detail
Tender No 3012/Genl/TE-22/EO(C)/2023-24
Bidding Type Tender
Location
City badmal
State Odisha
Key Dates
Publish Date 15 Jan 2024
Submission Date 22 Jan 2024
Open Date 25 Jan 2024
Finance
Tender Value 16.46 Lakhs
Tender Fee Ref. Documents
EMD 32930
Exemption Not Available
Document List
b1a2b4ba-5b8a-4cb0-952a-a885f90ecbe5.html
BiddersComplianceforTE-22_1.xls
BOQ_194189.xls
FORMAT-FOR-EMD-BANK-GUARA_2.pdf
IMPORTANT-NOTE-CIVIL-ELEC_3.pdf
Indemnity-Bond.pdf
Remedial-Measure-of-Safet_4.pdf
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jan 15, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 08, 2024
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 15, 2024
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 22, 2024
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 22, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 25, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

b1a2b4ba-5b8a-4cb0-952a-a885f90ecbe5.html

xls

BiddersComplianceforTE-22_1.xls

xls

BOQ_194189.xls

pdf

FORMAT-FOR-EMD-BANK-GUARA_2.pdf

pdf

IMPORTANT-NOTE-CIVIL-ELEC_3.pdf

pdf

Indemnity-Bond.pdf

pdf

Remedial-Measure-of-Safet_4.pdf

pdf

Tendernotice_1.pdf

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

TenderDetail
Loading tenders