Tender For Construction Of Working Womens Hostel (17 Cap) At Langdang Village, Kakching District (Sh Civil Work)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Jun 2025
0 days left
EMD
7.45 Lakhs
Bank guarantee accepted
Document Fee
5000
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
Construction Of Working Womens Hostel (17 Cap) At Langdang Village, Kakching District (Sh Civil Work)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Jun-2025 | Corrigendum No. 2 | Other | 26-Jun-2025 |
| 2 | 18-Jun-2025 | Corrigendum No. 1 | Date | 26-Jun-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | SH: Main building |
| 2 | 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 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. |
| 4 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana/ ordinary portland/ portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in charge; for the following grades of concrete.- all work upto plinth level. Concrete of M-25 grade with minimum cement content of 330 kg/cum. |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana/ ordinary portland/ portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in charge; for the following grades of concrete.- all work upto plinth V level. Concrete of M-25 grade with minimum cement content of 330 kg/cum. (columns) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana/ ordinary portland/ portland slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in charge; for the following grades of concrete.- all work upto plinth V level. Concrete of M-25 grade with minimum cement content of 330 kg/cum. (beams) |
| 8 | Steel reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for(i) Foundation footings, bases of column etc. and mass concrete |
| 10 | b) Columns, pillars,piers, abutments, posts& struts |
| 11 | c) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 12 | d) suspended floors, roofs, landings, balconies and access platform. |
| 13 | e) Stairs( excluding landings) except spiral-staircase. |
| 14 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand) |
| 15 | Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete. |
| 16 | Half brick masonry with 1st class common burnt clay F.P.S ( non modular)bricks in foundation and plinth in -cement mortar 1:3 ( 1 cement : 3 coarse sand) |
| 17 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position (i) Local best quality Tolhao |
| 18 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Local best quality Tolhao wood .(ii) 35 mm thick shutters. |
| 19 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. |
| 20 | Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 21 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size -Size of Tile 600 x 600 mm. |
| 22 | 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, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. (ii) Size of Tile 600x600 mm. |
| 23 | Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbingand polishing complete with : -Udaipur green marble. |
| 24 | Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applyingaprimingcoatofapprovedsteelprimer,including welding and bolted including special shaped washers etc. complete - Hot finished welded type tubes. |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 c/ sand) . |
| 26 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand). |
| 27 | Providing and applying white cement basedputty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 28 | Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer. |
| 29 | Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 30 | Applying priming coat Withready mixedredoxidezinc chromateprimer ofapproved brand and manufacture on steel galvanised iron/steel works |
| 31 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.Two or more coats on new work . |
| 32 | Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade -Two or more coats on new work. |
| 34 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 35 | Providing and fixing bright finished brass butt hingeswith necessary screws etc. complete. 100x85x5.5 mm( heavy type) . |
| 36 | Providingandfixingbrightfinishedbrasstowerbolts (barrel type)with necessary screws etc. complete : ( i) 250x10 mm . |
| 37 | (ii) 250x10 mm |
| 38 | Providingandfixingbrightfinishedbrasshandels with screws etc. complete : ( i)125 mm . |
| 39 | (ii) 100 mm |
| 40 | Providingandfixingchromiumplatedbrasscasementstays (straight peg type) with necessary screws etc. complete :300 mm weighing not less than 330 gms. |
| 41 | Sanitary fittings:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid. |
| 42 | 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 required- White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 43 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 200 mm |
| 44 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia |
| 45 | 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. |
| 46 | Providing and fixing toilet paper holder: C.P. brass |
| 47 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms |
| 48 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 49 | ProvidingandfixingPTMTtowelrailcompletewithbrackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms |
| 50 | Providing and fixing P.V.C. waste pipe for sink or washbasin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia |
| 51 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, i/c all CPVC plain & brass threded 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 makng good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the wall etc. 25mm nominal outer dia pipes. |
| 52 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, i/c all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement , trenching , refillingandtesting of joints complete as per direction of Engineer in Charge.Externalwork,100 mm nominal outer dia pipes. |
| 53 | Providing and fixing brass bib cock of approved quality. 15 mm nominal bore |
| 54 | Providing and fixing brass stop cock of approved quality. 15 mm nominal bore |
| 55 | Providing and fixing ball valve (brass) of approved quality, high or low pressure , wit pplastic floats complete. . 15 mm nominal bore |
| 56 | SH: Ground Development |
| 57 | Earth work in rough excavation, bankingexcavated earth in layers notexceeding20 cm in depth,breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil. |
| 58 | Providing , laying and compacting granular base/sub -base according to lines, grades and cross sections by using naturally occuredsand gravel / conforming to IRC Gd-II of MOSTspecificationfree from organic or other deleterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to 10 capacity in layers not exceeding 150 mm (spread thickness)i/c rolling of the road surface to proper level and grades 30cm width edging on both sides etc. complete as directed by Engineer-in-charge. |
| 59 | SH: CC pavement /Ground flooring |
| 60 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 61 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 63 | SH: Septic tank & Ground sump |
| 64 | 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 |
| 65 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 66 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 67 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 69 | b) suspended floors, roofs, landings, balconies and access platform. |
| 70 | c) edges of slabs and breaks in floors and walls under 20 cm wide. |
| 71 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand). |
| 72 | Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 73 | 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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 74 | 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 pipe & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work - 100 mm nominal outer dia Pipes |
| 75 | SH: Compound Fencing |
| 76 | 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 |
| 77 | Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 78 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 79 | Providing and laying in position specified grade of reinforced cement concrete, excluding cost of centering, shuttering,fininshing and reinforcement - all work upto plinth level in 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size). |
| 80 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering.finishing and reinforcement (a) 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 81 | 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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 82 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 83 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 84 | b) Columns, pillars,piers, abutments, posts& struts |
| 85 | c) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 86 | Half brick masonry with 1st class common burnt clay F.P.S ( non modular)bricks in foundation and plinth in -cement mortar 1:3 ( 1 cement : 3 coarse sand) |
| 87 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand) |
| 88 | Providing and applying white cement basedputty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 89 | Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer. |
| 90 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm |
| 91 | SH: Gate |
| 92 | 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 |
| 93 | Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 94 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 95 | Providing and laying in position specified grade of reinforced cement concrete, excluding cost of centering, shuttering,fininshing and reinforcement - all work upto plinth level in 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size). |
| 96 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, butresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering.finishing and reinforcement (a) 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 97 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 98 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 99 | b) Columns, pillars,piers, abutments, posts& struts |
| 100 | c) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 101 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand) |
| 102 | Providing and applying white cement basedputty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 103 | Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer. |
| 104 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 105 | Providing & fixing 1mm thick M.S. sheet door with frame of 40 X 40 X 6 mm angle iron and3 mm M.S. gusset plates at the junctions & corners , all necessary fittings completei/c applying a priming coat of approved steel primer.(i) Using M.S angles 40x 40x 6 mm for diagonal braces. |
| 106 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position & applyingcoat of approved steel primer all complete. |
| 107 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade -Two or more coats on new work |
| 108 | SH: Shed |
| 109 | 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 |
| 110 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 111 | Providing and laying in position specified grade of reinforced cement concrete, excluding cost of centering, shuttering,fininshing and reinforcement - all work upto plinth level in 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size). |
| 112 | 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 above plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 113 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 115 | b) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 116 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand). |
| 117 | Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 118 | Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete. |
| 119 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete -40mm thick with 20mm nominal size stone aggregate |
| 120 | Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applyingaprimingcoatofapprovedsteelprimer,including welding and bolted including special shaped washers etc. complete. Hot finished welded type tubes. |
| 121 | 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 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. (iii) 0.63 mm thick with zinc coating not less than 275gm/sqm |
| 122 | Providing ridges or hips of width 60 cm over all 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. (i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 123 | SH: Internal drain |
| 124 | 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 |
| 125 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 126 | Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:3:6 ( 1 Cement: 3coarse sand : 6 graded stone aggregate20 mm nominal size). |
| 127 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete -40mm thick with 20mm nominal size stone aggregate |
| 128 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand) |
| 129 | Filling available excavated earth(excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 130 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 131 | b) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like |
| 132 | SH: Approach road |
| 133 | Providing , laying and compacting granular base/sub -base according to lines, grades and cross sections by using naturally occuredsand gravel / conforming to IRC Gd-II of MOSTspecificationfree from organic or other deleterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to 10 capacity in layers not exceeding 150 mm (spread thickness)i/c rolling of the road surface to proper level and grades 30cm width edging on both sides etc. complete as directed by Engineer-in-charge. |
| 134 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specificationincludingspreadinginuniformthickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density; By Manual Means :Grading-I -UsingScreeningCrushabletypesuch as Moorum or gravel. |
| 135 | (ii) By Manual Means :Grading-II -UsingScreeningCrushable typesuch as Moorum or gravel. |
| 136 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means including seal coat of type B. |
AI Tender Summary
Tender Timeline
Jun 25, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 26, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 26, 2025
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 26, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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