Construction Of Divisional Office Building (G+2 Storied With Foundation Provision For G+4 Storied ) Of Pwd (R&B) At Bishalgarh, Sepahijala, Tripura/Sh:- Building Portion Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works
Tender Value
3.13 Crore
Estimated cost
Bid Submission
21 Jan 2023
0 days left
EMD
6.27 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bishalgarh → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Divisional Office Building ( G+2 Storied With Foundation Provision For G+4 Storied ) Of Pwd ( R&B ) At Bishalgarh, Sepahijala, Tripura / Sh:- Building Portion Including Internal Water Supply, Sanitary Installation, Sewage & Drainage Works
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. - All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil |
| 4 | 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. - All kinds of soil |
| 5 | Extra for additional lift of 1.5m or part thereof. - All kinds of soil |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 7 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 9 | (i) Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 10 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion): |
| 11 | (i) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 12 | (ii) Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. |
| 13 | SUB-HEAD : CEMENT CONCRETE WORK |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - - All work upto plinth level: |
| 15 | (i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | (ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | (iii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 19 | (i) Foundations, footings, bases for columns. |
| 20 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 21 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 22 | SUB-HEAD : RCC WORK |
| 23 | Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, 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 the direction of Engineer-in-Charge.(Note :- Cement content considered in this item is @ 410 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 24 | (i) All works upto plinth level - Reinforced cement concrete grade M-25 using 410 kg of cement per cum |
| 25 | (ii) All works upto Floor five level - Reinforced cement concrete grade M-25 using 410 kg of cement per cum |
| 26 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- |
| 27 | (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 28 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 29 | (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 30 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with |
| 31 | (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 32 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level. |
| 33 | (i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 34 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 35 | (i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 36 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand)etc. complete, excluding the plastering of jambs, sills and soffits |
| 37 | (i) 50 mm thick |
| 38 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 39 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 40 | (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 41 | (ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 42 | (iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 43 | (iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 44 | (v) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 45 | (vi) Stairs (excluding landings) except spiral-staircases with wooden plank |
| 46 | (vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. |
| 47 | (viii) Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 48 | (ix) Weather shade, Chajjas, corbels etc., including edges. |
| 49 | SUB-HEAD : PILE WORK |
| 50 | Boring,providingandinstallationboredcast-in-situreinforcedcement concretepilesofgrade M-25 of specifieddiameterand lengthbelowthepile cap,tocarryasafeworkingloadnotlessthan specified, excluding thecostof steelreinforcementbut includingthe costofboringwithbentonite solutionandtemporarycasingof appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavatedearthwith allits lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap).Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used. |
| 51 | (i) 500 mm dia piles. |
| 52 | VerticalloadtestingofpilesinaccordancewithIS2911(Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:-Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of TestingNote: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-Charge. |
| 53 | (i) Single pile above 50 tonne and upto 100 tonne capacity pile:- - Initial test (Test Load 2.5 times the safe Capacity). |
| 54 | (ii) Group of two or more piles - Routine test (Test Load 1.5 times the safe Capacity). |
| 55 | SUB-HEAD : BRICK WORK |
| 56 | First class brick work in foundation and plinth including cost of all materials as required complete:- |
| 57 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 58 | (ii) In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 59 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- |
| 60 | (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 61 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 62 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 63 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 6th course offull brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:- |
| 64 | (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 65 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course ofhalf brick masonry work including anchorage in joints of 75mm in each side in superstructure for all levelincluding cost of all materials as required complete:- |
| 66 | (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 67 | SUB-HEAD : WOOD & PVC WORK |
| 68 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : |
| 69 | (i) Local Teak wood |
| 70 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25 to 40 mm thick. |
| 71 | (i) Local Teak Wood 16mm. Thick |
| 72 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. |
| 73 | (i) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 74 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. |
| 75 | (i) Fixed to openings /wooden frames with rawl plugs screws etc. |
| 76 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 77 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 78 | (i) 300 x 16 mm |
| 79 | (ii) 250 x 16 mm |
| 80 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 81 | (i) 300 x 10 mm |
| 82 | (ii) 250 x 10 mm |
| 83 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 84 | (i) 125 mm |
| 85 | (ii) 100 mm |
| 86 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 87 | (i) Single rubber stopper |
| 88 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality) |
| 89 | Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws. |
| 90 | Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solventadhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). |
| 91 | Providing 50 × 50 × 50 mm Gamair wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement: 3 fine sand) and making good the walls etc. |
| 92 | SUB-HEAD : STEEL WORK |
| 93 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys& with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings,including applying a priming coat of approved steel primer etc. complete as required. |
| 94 | Providing and fixingfan clamp type-Iof 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete. |
| 95 | 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. |
| 96 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 97 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 98 | SUB-HEAD : ALUMINIUM WORK & STRUCTURAL GLAZING |
| 99 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of 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 cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- |
| 100 | (i) For fixed portion of approved quality:- - Powder coated aluminium ( minimum thickness of powder coating of 50 micron ). |
| 101 | (ii) For shutters of doors, windows & ventilatorsincluding providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- - Powder coated aluminium ( minimum thickness of powder coating of 50 micron ). |
| 102 | Providing and fixing glazing of approved quality in aluminium doors,windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- |
| 103 | (i) With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm ) |
| 104 | (ii) With float glass panes of 8 mm thickness ( weight not less than 20 kg / sqm ) |
| 105 | Providing and fixing stainless steel ( SS 304 grade ) adjustable friction window stay of approved quality with necessary stainless steel screws etc. to the side hung windows etc. complete as per direction of Engineer-in-charge:- |
| 106 | (i) 205 x 19 mm |
| 107 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. of approved quality completeas per direction of Engineer-in-charge:- |
| 108 | (i) Anodised aluminium of grade AC 15. |
| 109 | SUB-HEAD : FLOORING AND SKIRTING WORK |
| 110 | Providing and fixing gang saw cut of approved thickness mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels:- |
| 111 | (i) 14 mm thick Granite of any colour and shade duly approved:- - Area of slab over 0.50 sqm. |
| 112 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete |
| 113 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 14 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 114 | (i) Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent using single size upto 2.00 mtr. Length. |
| 115 | Stone work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1cement :3 fine sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 116 | (i) Granite of any colour and shade duly approved of 14 mm thick |
| 117 | Extra for prefinished nosing to treads of steps of Granite stone. |
| 118 | Providingandfixing stoneslabwith tablerubbed, edgesroundedand polishedofsize75x50cmdeepand approved thicknessfixedinurinal partitions by cutting a chase of appropriate width withchasecutter and embeddingthestoneinthechasewithepoxygroutorwithcement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominalsize)as perdirection ofEngineer-in-chargeandfinished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):- |
| 119 | (i) Granite of any colour and shade duly approved of 14 mm thick |
| 120 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. |
| 121 | (i) Double charged Stainfree vitrified tiles - Size of tile 60x60 cm |
| 122 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622 - 2017, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete |
| 123 | (i) Double charged Stainfree vitrified tiles - Size of tile 60x60 cm |
| 124 | Providing and fixing Kota stone in floors over 20 mm thick bed ofcement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishingcomplete. |
| 125 | (i) Kota stone slab 25mm thick |
| 126 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 fine sand ) and joined with ordinary cement slurry mixed with pigment to match the shade of slabs, including rubbing and polishing complete. |
| 127 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete. |
| 128 | (i) Anti-Skid Tiles - Ceramic Tiles 1st quality 400 x 400mm in all shades and designs |
| 129 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shadesof any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 130 | Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed ofcement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-Charge. |
| 131 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. |
| 132 | (i) 40 mm thick |
| 133 | 80 mm thick factory made c.c.interlockingpaver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(i) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 134 | SUB-HEAD : ROOFING AND CEILING WORK |
| 135 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. |
| 136 | (i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 137 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. |
| 138 | (i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 139 | ProvidingandfixingonwallfaceunplasticisedRigidPVCrainwater pipes (working pressure 4 kg/cm2)conformingto IS : 13592 Type Aincludingjointingwith sealring conformingtoIS:5382leaving10mmgapforthermalexpansion: |
| 140 | (i) Single socketed pipe - 110 mm OD |
| 141 | Providingandfixing on wallface unplasticised - PVCmouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-Aincludingjointingwith sealringconformingtoIS : 5382 leaving 10 mm gap forthermalexpansion: |
| 142 | (i) Coupler - 110mm |
| 143 | (ii) Single equal tee with door - 110 x 110 x 110 mm |
| 144 | (iii) Single equal tee without door - 110 x 110 x 110 mm |
| 145 | (iv) Bend 87.5 - 110mm |
| 146 | (v) Plain shoe - 110 mm |
| 147 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVCrainwater pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. |
| 148 | (i) 110mm |
| 149 | Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete. |
| 150 | (i) 100 mm |
| 151 | SUB-HEAD : FINISHING WORK |
| 152 | 12 mm cement plaster of mix |
| 153 | (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 154 | (ii) In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 155 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 156 | (i) Cement mortar 1:6 (1 cement : 6 fine sand) |
| 157 | 6 mm cement plaster of mix: |
| 158 | (i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 159 | Neat cement punning. |
| 160 | Extra for plastering exterior walls of height more than 10 m from GL for every additional height of 3 m or part thereof complete. |
| 161 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 162 | (i) New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 163 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 164 | (i) New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 165 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 166 | (i) With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 167 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: |
| 168 | (i) Two or more coats on new work |
| 169 | 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. |
| 170 | SUB-HEAD:WATER PROOFING WORK |
| 171 | Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : |
| 172 | (i) Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 173 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound, as directed by Engineer-in-Charge and consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 174 | SUB-HEAD : SANITARY WORKS |
| 175 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcisternwithmanuallycontrolleddevice(handlelever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : |
| 176 | (i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 177 | Providingandfixingwhitevitreouschinapedestaltypewatercloset (Europeantype W.C.pan)withseatandlid,10litrelowlevelwhite P.V.C.flushing cistern withmanually controlled device (handlelever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : |
| 178 | (i) W.C. pan with ISI marked white solid plastic seat and lid |
| 179 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. |
| 180 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 181 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: |
| 182 | (i) Flat back wash basin of size 550x400mm. |
| 183 | Providing and fixing kitchen sink including making all connections excluding cost of fittings. |
| 184 | (i) White glazed fire clay sink of size 600x450x250mm. |
| 185 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 186 | (i) Semi rigid pipe - 32 mm dia |
| 187 | (ii) Flexible pipe - 32 mm dia |
| 188 | Providing and fixing 600x450 mm bevelled 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. |
| 189 | Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 190 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approvedquality and colour. |
| 191 | (i) 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. |
| 192 | Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms. |
| 193 | Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms. |
| 194 | Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382leaving10mmgapforthermalexpansion: |
| 195 | (i) Single socketed pipe - 110 mm OD |
| 196 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap forthermalexpansion: |
| 197 | (i) Coupler - 110mm |
| 198 | (ii) Single pushfit Coupler - 110 mm |
| 199 | (iii) Single equal tee with door - 110 x 110 x 110 mm |
| 200 | (iv) Single equal tee without door - 110 x 110 x 110 mm |
| 201 | (v) Doubleequal junction of required degreewithout door - 110x110x110 x110 mm |
| 202 | (vi) Doubleequal junction of required degreewith door - 110x110x110 x110 mm |
| 203 | (vii) Bend 87.5 - 110mm |
| 204 | (viii) Plain shoe - 110 mm |
| 205 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVCrainwater, soil, waste & vent pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. |
| 206 | (i) 110mm |
| 207 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1cement: 4 coarse sand): |
| 208 | (i) 100 mm dia. |
| 209 | SUB-HEAD : WATER SUPPLY |
| 210 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Internal work - Exposed on wall. |
| 211 | (i) 15 mm dia. nominal outer dia pipes |
| 212 | (ii) 20 mm dia. nominal outer dia pipes |
| 213 | (iii) 25 mm dia. nominal outer dia pipes |
| 214 | (iv) 40 mm dia. nominal outer dia pipes |
| 215 | (v) 50 mm dia. nominal outer dia pipes |
| 216 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc |
| 217 | (i) 15 mm dia. nominal outer dia pipes |
| 218 | (ii) 20 mm dia. nominal outer dia pipes |
| 219 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge - External work |
| 220 | (i) 15 mm dia. nominal outer dia pipes |
| 221 | (ii) 20 mm dia. nominal outer dia pipes |
| 222 | (iii) 25 mm dia. nominal outer dia pipes |
| 223 | (iv) 40 mm dia. nominal outer dia pipes |
| 224 | (v) 50 mm dia. nominal outer dia pipes |
| 225 | Providing and fixing brass bib cock of approved quality : |
| 226 | (i) 15 mm nominal bore |
| 227 | Providing and fixing brass stop cock of approved quality : |
| 228 | (i) 15 mm dia nominal bore |
| 229 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): |
| 230 | (i) 25 mm nominal bore |
| 231 | (ii) 40 mm nominal bore |
| 232 | Providing and fixing gun metal non-return valve of approved quality (screwed end): |
| 233 | (i) 25 mm nominal bore -Vertical |
| 234 | (ii) 40 mm nominal bore - Vertical |
| 235 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 236 | Constructing masonryChamber 30x30x50 cm, inside , in brick workincement mortar1:4 (1 cement :4 fine sand) forstopcock, withC.I.surface box100x100x75mm (inside)with hingedcover fixedincement concreteslab1:2:4mix (1 cement:2 coarsesand:4gradedstoneaggregate20mmnominalsize) necessary excavation foundationconcrete 1:5:10 ( 1cement :5fine sand:10gradedstoneaggregate40mmnominalsize)andinside plastering with cement mortar 1:3 (1 cement :3 coarsesand) 12mm thick finishedwithafloatingcoatofneatcementcompleteasper standard design : |
| 237 | (i) With Second Class bricks |
| 238 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats overa ready mixed priming coat, both of approved quality for new work : |
| 239 | (i) 15 mm diameter pipe. |
| 240 | (ii) 20 mm diameter pipe. |
| 241 | (iii) 25 mm diameter pipe. |
| 242 | (iv) 40 mm diameter pipe. |
| 243 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 244 | (i) 15 mm diameter pipe |
| 245 | (ii) 20 mm diameter pipe |
| 246 | (iii) 25 mm diameter pipe |
| 247 | (iv) 40 mm diameter pipe |
| 248 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 249 | (i) 15 mm nominal bore. |
| 250 | (ii) 20 mm nominal bore. |
| 251 | (iii) 25 mm nominal bore. |
| 252 | (iv) 40 mm nominal bore. |
| 253 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: |
| 254 | (i) 100 mm diameter |
| 255 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms. |
| 256 | SUB HEAD : SEWAGE AND DRAINAGE WORKS |
| 257 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : |
| 258 | (i) 150 mm diameter |
| 259 | Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: |
| 260 | (i) 150 mm diameter S.W, pipe |
| 261 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 262 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 263 | (i) Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : |
| 264 | Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design : |
| 265 | (i) For 500x700 mm size |
AI Tender Summary
Tender Timeline
Dec 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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