Tender For Infrastructure Creation For District Administration Of New District Pherzawl - Construction Of Mini Secretariat Pherzawl District (Sh Civil Works)
Tender Value
24.05 Crore
Estimated cost
Bid Submission
27 Feb 2026
0 days left
EMD
34.10 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pherzawl → Manipur
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Infrastructure Creation For District Administration Of New District Pherzawl - Construction Of Mini Secretariat Pherzawl District (Sh Civil Works)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Feb-2026 | Corrigendum No. 2 | Date | 27-Feb-2026 |
| 2 | 18-Feb-2026 | Corrigendum No. 1 | Date | 20-Feb-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | A : CONSTRUCTION OF MINI SECRETARIAT BUILDING |
| 2 | SH : EARTHWORK |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil. |
| 4 | All kinds of soil. |
| 5 | 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. |
| 6 | All kinds of soil. |
| 7 | 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 |
| 8 | All kinds of soil. |
| 9 | Extra for every additional lift of 1.5 m or part thereof in.All kinds of soil. |
| 10 | All kinds of soil. |
| 11 | 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. |
| 12 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. |
| 13 | SH 2 : PLAIN CEMENT CONCRETE WORK |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering |
| 15 | 1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying damp proof course 50 mm thick with concrete cement 1:2:4(1 cement : 2 course sand :4 graded stone aggregate 20 mm nominal size) |
| 17 | SH 3 : REINFORCED CONCRETE WORK |
| 18 | Providing and laying inpositionready mixed plain cement concreteor 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, admixture in recommended proportions as per IS:9103 to accelerate |
| 19 | / retard setting of concrete,to improve ductility 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 Engineer-in-charge; for the follwing grades of concrete. |
| 20 | All works upto Plinth level |
| 21 | Concrete of M-25 grade with minimum cement content of330 kg/cum. |
| 22 | Providing and laying inpositionready mixed plain cement concreteor 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, admixture in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to improve ductility 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 Engineer-in-charge; for the follwing grades of concrete. |
| 23 | All works above Plinth level upto floor V Level |
| 24 | Concrete of M-25 grade with minimum cement content of330 kg/cum. |
| 25 | 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 of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 27 | Thermo-Mechanically Treated bars |
| 28 | Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete. Above Plinth level |
| 29 | Thermo-Mechanically Treated bars |
| 30 | SH 4 : SHUTTERING FORMWORK |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 32 | Foundation, footings, bases of columns etc. and mass concrete. |
| 33 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 35 | Stairs, (excluding landings) except spiral-staircases. |
| 36 | Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick. |
| 37 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick. |
| 38 | SH 5 : BRICK WORK |
| 39 | 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) |
| 40 | Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 41 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in - Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 42 | SH 6 : WOOD WORK & ACCESSORIES |
| 43 | Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately : |
| 44 | Local best quality Teak wood |
| 45 | 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 panelled or panelled and glazed shutters 25 mm to 40 mm thick : |
| 46 | Local best quality Teak wood |
| 47 | Providing 40x3mm flat iron hold fast 40cm long I/c fixing to framed with 10 mm dia .bolt nuts and windows plugs and wooden plugs and embedding in cement concrete block 30x10x15mm 1:3:6(1cement:3 coarse sand:6 graded stone aggrt.20mm nominal size) |
| 48 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete. |
| 49 | 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 : 300x16 mm |
| 50 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm |
| 51 | 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: 300x10 mm |
| 52 | 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: 100x10 mm |
| 53 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 54 | SH 7 : FINISHING WORK |
| 55 | 12 mm cement plaster 1 : 4 (1 cement : 4 coarse sand) |
| 56 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) |
| 57 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the surface even and smooth complete. |
| 58 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 59 | Painting with oil type wood preservative of approved brand and manufacture: New work (Two or more coats ) |
| 60 | 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. |
| 61 | Polishing on wood work with ready made wax polish of approved brand and manufacture :New work |
| 62 | Finishing walls with textured exterior paint of required shade: New work (two or more coats applied @ 3.28Lts/1sqm) over and including base coat of water proofing cement paint applied @2.2kg/10sqm. |
| 63 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats |
| 64 | SH 8 : FLOORING WORK |
| 65 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm |
| 66 | Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4(1 acid proof cement: 4 coarse sand). Acid and alkali resistant tile. |
| 67 | Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 coarse sand).. Acid and alkali resistant tile. |
| 68 | Providing and laying factory made cement concrete interlocking paver block M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling joints with line sand etc. All complete as per the direction of Enigneer-in-charge. 80mm thick |
| 69 | Providing and laying Polished Granite stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1 : 4 ( 1 cement: 4 coarse sand ) laid and pointing withcement slurry admixed with pigment of matching shade including rubbing, curing and polishingetc. all completeas specified and as directed by the Engineer -in - Charge. PolishedGranite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 70 | Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work. |
| 71 | 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black,chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete :Medium shade pigment with 50% white cement and 50% ordinary cement. |
| 72 | SH 9 : STEEL WORK |
| 73 | Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.Electric resistance or induction butt welded tubes. |
| 74 | Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 75 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. |
| 76 | 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, i/c 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.). |
| 77 | 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. |
| 78 | SH 10 : ROOFING & CEILING WORK |
| 79 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with Precoated galvanised iron profile sheets0.50 mm thick |
| 80 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridges plain (500-600mm)Precoated galvanised iron profile sheets0.50 mm thick |
| 81 | Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Gutter (500-600mm over all girth)Precoated galvanised iron profile sheets0.50 mm thick |
| 82 | Extra for providing and fixing wind ties of 40x 6mm flat iron section. |
| 83 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 84 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 85 | Single push fit Coupler:75 mm |
| 86 | Single tee with door 75x75x75 mm |
| 87 | Bend 87.5° 75 mm bend |
| 88 | Shoe (Plain) 75 mm Shoe |
| 89 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating sqare (Slit) 150 mm sqare with a height of 8 mm and weighing not less than 100 gms |
| 90 | Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x25x0.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with |
| 91 | intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mminterval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall |
| 92 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15% perforated size and pattern as approved by the Engineer-in-charge and as per manufacter\"s specification, with all 4 sides tapered and backed by acoustical tissue with NRC value not less than 0.60. |
| 93 | SH 11 : SANITARY WORK |
| 94 | 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 : |
| 95 | 16.3.1 W.C. pan with ISI marked white solid plastic seat and lid. |
| 96 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 97 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 98 | 16.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 99 | 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: |
| 100 | 16.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 101 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 102 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 103 | 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. |
| 104 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 105 | 16.13.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 106 | 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. |
| 107 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 108 | 16.34.2 600 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. |
| 109 | Providing and fixing PTMT urinal cock of approved quality and colour. |
| 110 | 16.35.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. |
| 111 | Providing and fixing toilet paper holder: 16.29.1 C.P. brass |
| 112 | SH 12 : WATER SUPPLY WORK |
| 113 | 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. |
| 114 | Concealed work, including cutting chases and making good the wall etc. |
| 115 | 15 mm nominal outer dia Pipes |
| 116 | 20 mm nominal outer dia Pipes |
| 117 | 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. |
| 118 | External work |
| 119 | 25 mm nominal outer dia Pipes |
| 120 | 32 mm nominal outer dia Pipes |
| 121 | 100 mm nominal outer dia Pipes |
| 122 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore |
| 123 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 124 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore Code |
| 125 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore 17.11.2.1 Horizontal |
| 126 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 127 | SH 13 : PLINTH PROTECTION |
| 128 | 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 : |
| 129 | All kinds of soil |
| 130 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 131 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone 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. |
| 132 | SH B : CONSTRUCTION OF APPROACH ROAD AND LAND DEVELOPMENT |
| 133 | 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 getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. 2.6.1. All kinds of soil |
| 134 | Providing, laying and compacting Granular Base/Sub base with naturally occuring Sand Gravel Material free from organic ore other deleterious constiuent spreading with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150 mm (spread thickness). |
| 135 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, 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. |
| 136 | Grading-I |
| 137 | Grading-II |
| 138 | Primer coat(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.) A. Prime coat on WMM/WBM (i) providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spaying primer at the rate of 0.70kg/sqm using mechanical means. |
| 139 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 140 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen 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.)Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour. |
| 141 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats). ii) Case - II : Type B (Providing and laying of premix sandseal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7 mm sizeand penetration bitumen of suitable grade.) |
| 142 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil A) Manual Means i) Depth upto 3m |
| 143 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 meyers below ground/bed level and upto height of 1.5 m above ground/bed level. |
| 144 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specification. (A) PCC grade M15 upto 5m. |
| 145 | Excavation in Hilly area soil with Dozen with lead upto 1000 meters (Excavation for road ways in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters icluding trimming bottom and side slope in accordance with requirements of lines, grades and cross sections.) |
| 146 | SH C : CONSTRUCTION OF COMPOUND FENCING |
| 147 | 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 |
| 148 | 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. |
| 149 | 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). |
| 150 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (A) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 151 | 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). |
| 152 | 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). |
| 153 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 154 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 155 | b)Columns, pillars,piers, abutments, posts& struts |
| 156 | c) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 157 | 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) |
| 158 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand) |
| 159 | Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer. |
| 160 | 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 |
| 161 | SH D : CONSTRUCTION OF GATE |
| 162 | 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 |
| 163 | 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. |
| 164 | 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). |
| 165 | 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 proposrtions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pum;ping 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 works upto plinth levelConcrete of M-25 grade with minimum cement of 330 kg/cum |
| 166 | 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 proposrtions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pum;ping 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 works above plinth level upto floor V levelConcrete of M-25 grade with minimum cement of 330 kg/cum |
| 167 | Reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars. |
| 168 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 169 | b)Columns, pillars,piers, abutments, posts& struts |
| 170 | c) Lintels, beams,plinth beams, girders, bresummers and cantilevers. |
| 171 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 ( 1 cement : 3 fine sand) |
| 172 | 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. |
| 173 | Applying one coat of water thinnable cement pimer of approved brand and manufactureon wall surface. Water thinnable cement primer. |
| 174 | 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. |
| 175 | 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. |
| 176 | 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. |
| 177 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade -Two or more coats on new work |
| 178 | SH E : CONSTRUCTION OF LINE DRAIN |
| 179 | Earthwork in excavation by mechanical means (Hydraulic Excavation)/Manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dessing 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 |
| 180 | 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). |
| 181 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (A) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 182 | 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 40 mm thick with 20 mm nominal size aggregate |
| 183 | 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. |
| 184 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation footings, bases of column etc. and mass concrete |
| 185 | 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 |
| 186 | SH F : CONSTRUCTION OF SECURITY BARRACK |
| 187 | Earthwork in excavationbymechanical 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. |
| 188 | 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 cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 189 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 190 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a)1 : 4 : 8(1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 191 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 192 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 193 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.21:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 194 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15olandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishingandreinforcement, with 3.3.1in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 195 | Centering & shuttering including strutting & propping etc.& removal of form for: |
| 196 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 197 | d) Suspended floors, roofs, landings, balconies and access platform |
| 198 | (e) Edges of slab and breaks in floors and walls(i) under 20 cm wide |
| 199 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 200 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 201 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement including slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 202 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 203 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4 (1 cement : 4 c/sand) |
| 204 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for seperately: Local best quality Tolhao wood. |
| 205 | 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 seperately, all complete as per direction of Engineer-in-charge. Float Glass panes 4mm thick. |
| 206 | 12 mm cement plaster finishedwith a floating coat of neat cement of mix1:4 (1 cement: 4 coarsesand). |
| 207 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the jointts with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 208 | Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, in skirting, riser of steps over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigmentsetc. complete. Size of Tile 600 x 600 mm. |
| 209 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 210 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer |
| 211 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufactures specifications: Two or more coats applied @1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr/10 sqm. |
| 212 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 213 | Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats) |
| 214 | 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 |
| 215 | 15 mm cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 216 | Providing 40 x 5 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge). |
| 217 | Providing & fixing aluminium handless, ISI marked, anodised (anodic coating not less than grade ac 10 asper IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete. a)125 mm. |
| 218 | 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.l. 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 :16.3.1. W.C. pan with ISI marked white solid plastic seat and lid. |
| 219 | Providing and fixing wash basin with C.l. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 16.7A.1. (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass |
| 220 | P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed. |
| 221 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings 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 directon of Engineerin charge. Internal work-Exposed on Wall a) 15 mm diameter |
| 222 | Providing and fixingChlorinated Polyvinyl Chloride (CPVC) pipes , having thermal stability for hot & Cold water supply, including all CPVC plain & brass threaded fittings 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 directon of Engineerin charge. (external work). c) 25 mm diameter |
| 223 | Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore |
| 224 | Providing and fixing brass stop cock of approved quality. |
| 225 | Providing and fixingPTMT towelrail complete with brackets fied to wooden cleats with CP brass screws with concealed fittings arrangementof approved qualityand colour 600 mm long towel rail with total length of 645mm,width 78 mm and effective height of 88 mm , weighing not less than 190 grams |
| 226 | Providing and fixing 600 x450 mm beveled edge mirror of superior glass( of approved quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete |
| 227 | Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore |
| 228 | Providing & fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colou or shadewith necessary screws etc. complete. |
| 229 | Steel Work in built up section/ framed work including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In grating , frames, guard bar, railing , brackets, gates and similar works. |
| 230 | 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.l. 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. 12.1.1. 1.00mm thick with zinc coating not less than 275gm/m2 |
| 231 | 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. 12.4.1. 0.80mm thick with zinc coating not less than 275gm/m2 |
| 232 | Providing and fixing M.S. round holding down with nuts and washer plates completes |
| 233 | Providing wood work in frames of false ceiling, partition etc. Sawn & put in position. a) Local best quality Uningthou wood |
| 234 | Providing and fixing insulating board ceiling of approved quality v necessary nails etc. complete (framework to be paid separately): 12.22.3. Flame retardant face insulating board |
| 235 | Providing and fixing 20mm plank as eave board with b) Tolhao/Uchan wood |
| 236 | Making plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) over 75 mm bed of dry bricks ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 237 | Providing & fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loop, all per standard design complete. |
| 238 | Providing and Fixing bright finished brass 100 mm mortice latch and lock with 6 levers and pair of lever handles with necessary screws,etc. complete (best make of approved quality). |
| 239 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness |
| 240 | SH G : CONSTRUCTION OF RCC & PIPE CULVERTS & RETAINING WALL |
| 241 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructionofshoringandbracing,removalofstumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil. A) Manual Means. (i) Depth upto 3 m. |
| 242 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. |
| 243 | Plain/Reinforcement cement concrete in sub-structure complete as per drawing and technical specifications A) PCC Grade-M15 (i) Height upto 5m |
| 244 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 245 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position. |
| 246 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 247 | ProvidingweepholesinBrickmasonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 248 | Pipe Culverts :- |
| 249 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil A) Manual Means i) Depth upto 3m |
| 250 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. |
| 251 | PCC1:3:6inFoundation(Plaincementconcrete1:3:6 mixwithcrushedstoneaggregate40mmnominalsize mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 252 | Laying Reinforced Cement Concrete Pipe NP 4/ prestrssed concrete pipe on first class bedding in double row. (Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row inclucing fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) NP-3 Pipe (i) 900 mm dia |
| 253 | Retaining Wall :- |
| 254 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil A) Manual Means i) Depth upto 3m |
| 255 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. |
| 256 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specification. (G) PCC grade M15 upto 5m. |
| 257 | ProvidingweepholesinBrickmasonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 258 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material |
| 259 | SH H :LAYING OF PAVER BLOCK |
| 260 | 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). |
| 261 | Providing and laying factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. i) 80mm thick |
AI Tender Summary
Tender Timeline
Feb 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 20, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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