Tender For Infrastructure Creation For District Administration Of New District Pherzawl - Construction Of Transit Quarter On Pherzawl Dhq (Sh Civil Works)
Tender Value
4.46 Crore
Estimated cost
Bid Submission
27 Feb 2026
0 days left
EMD
8.93 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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Infrastructure Creation For District Administration Of New District Pherzawl - Construction Of Transit Quarter On Pherzawl Dhq (Sh Civil Works)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Feb-2026 | Corrigendum No. 1 | Date | 13-Feb-2026 |
| 2 | 20-Feb-2026 | Corrigendum No. 4 | Date | 27-Feb-2026 |
| 3 | 11-Feb-2026 | Corrigendum No. 2 | Technical Bid | 13-Feb-2026 |
| 4 | 13-Feb-2026 | Corrigendum No. 3 | Date | 20-Feb-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SH : LAND DEVELOPMENT |
| 2 | Excavation in hilly area soil with lead upto 1000 meters ( Excavation for road way in soil by mechanical means including cutting and transporying the earth to site of embankment/dumping area with lead upto 1000 meters incuding trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 3 | SH :- CONSTRUCTION OF TRANSIT QUARTER BUILDING |
| 4 | 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, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 5 | 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 |
| 6 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 7 | 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). |
| 8 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars. |
| 9 | 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) |
| 10 | 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 ) |
| 11 | 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 ). |
| 12 | FORM WORK |
| 13 | Centering & shuttering including strutting & propping etc.& removal of form for: |
| 14 | (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 15 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 16 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 17 | (d) Suspended floors, roofs, landings, balconies and access platform |
| 18 | (e) Edges of slab and breaks in floors and walls(i) under 20 cm wide |
| 19 | f) Stairs,(excluding Landings) except spiral staircase |
| 20 | 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. |
| 21 | BRICK WORKS |
| 22 | 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) |
| 23 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto floor V level in all shape and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 24 | WOOD WORK |
| 25 | 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 Uningthou wood |
| 26 | (a) Local best quality Tolhao |
| 27 | Providing & fixing M.S. grills of required pattern in frames of windows, etc. with MS flats ,square or round bars, etc. including priming coat with approved steel primer all complete. |
| 28 | 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. |
| 29 | FINISHING WORK |
| 30 | 12 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand) |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer |
| 35 | 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. |
| 36 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 37 | Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats) |
| 38 | 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 |
| 39 | 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. |
| 40 | 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). |
| 41 | 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.b)250 x 16 mm. |
| 42 | (a)250 x 16 mm |
| 43 | 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. |
| 44 | (a)125 mm |
| 45 | SANITARY INSTALLATIONS |
| 46 | Providing and fixingwater closet squatting pan ( Indian type WC pan)with 100mm SCI Por S trap, 10 litrelow level white PVC flushing cistern, i/c flush pipe, manually,controlled device (handle lever) conforming to IS: 7231,with all fittings and fixures complete, i/ccutting and making good the walls & floors whereever required :(a) White Vitreeous chinaOrrissa Pattern W.C. pan of size 580 x 440mm with integral type foot rests. |
| 47 | 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 |
| 48 | 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 : 16.9.1. Kitchen sink with drain board 16.9.1.1. 510x1040 mm bowl depth 250 mm |
| 49 | P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed. 160 mm |
| 50 | 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 |
| 51 | 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 |
| 52 | Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore |
| 53 | Providing and fixing brass stop cock of approved quality. |
| 54 | 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 |
| 55 | 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 |
| 56 | Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore |
| 57 | 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 ,ouletand overflow pipes but without fittings and the base support for tank |
| 58 | Providing and fixing 1 KW Capacity electric water pump of approved make(Crompton brand ) 0.37/0.50 KW/HP. |
| 59 | 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.). |
| 60 | 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. |
| 61 | ii)250 x 10 mm |
| 62 | 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. |
| 63 | Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape …etc. |
| 64 | Providing and Fixing bright finished bras 100 mm mortice latch and lock with 6 levers and pair of lever handles with necessary screws,etc. complete (best make of approved quality). |
| 65 | Providing and fixing glazing in aluminium dooe, 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. With float glass panes of 4.0 mm thickness. |
| 66 | SH : CONSTRUCTION OF UNDERGROUND WATER TANK |
| 67 | Earth work in surface excavation exceeding 30cm. in depth, 1.50m. in wide as well as 10sqm. on plan i/c disposal ofexcavated earth lead upto 50mts. and lift upto 1.50m., disposed earth to be leveled and neatly dressed (a) Ordinary soil. |
| 68 | P/l cement concrete in fondn & plinth e/c the cost of centering and shuttering (h) 1:4:8 (1 cement : 4 c/sand : 8 graded stone aggt 40mm nominal size) |
| 69 | (d) 1:3:6 ( 1 cement : 3 c/sand : 6 graded stone aggt. 20mm. nominal gauge) |
| 70 | (c) 1:2:4 (1 cement : 2 c/sand : 4 graded stone aggt 20mm nominal size) |
| 71 | Providing form work i/c centering and shuttering including strutting, popping etc, and removal of form for:a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 72 | Suspended floors, roofs, landings, balconies and access platform. |
| 73 | Walls any thickness including attached pilasters, butresses, plinth and string courses etc. |
| 74 | (d) Columns, pillars, posts andstruts |
| 75 | (e) Lintel, beams, plinth beams, girders, bressumers and cantilever, |
| 76 | Reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete (b) Thermo-Mechanically Treated bars |
| 77 | Providing & laying in position specified grade of reinforced cement concret, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level (b) 1:1.5:3 (1 cement : 1.5 : 3c/sand : 4 graded stone aggt. 20mmnominal size). |
| 78 | RCC work in walls ( any thickness) i/c attached cement pilasters, buttresses, plinth and string courses, fillets, columns, pillars,piers, abutments, posts and strutsetc upto floor five level e/c cost of centering, shuttering and reinforcement in (c) 1:1½:3 (1 cement : 1.5 : 3c/sand : 4 graded stone aggt. 20mmnominal size). |
| 79 | RCC work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishingand reinforcement, with (a) 1:1.5:3(1 cement :1.5c/sand :3 graded stone aggt. 20mmnominal size). |
| 80 | 12mm cement plaster 1:3 (1cement:3 fine sand) finished with a floating coat of neat cement. |
| 81 | Filling available excavated earth (e/c 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 mts & lift up to 1.50 mts |
| 82 | SH : CONSTRUCTION OF COMPOUND FENCING & STEEL GATE |
| 83 | 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, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 84 | (i) All kinds of soil |
| 85 | 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). |
| 86 | a) 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) |
| 87 | Providing and laying in position specified grade of reinforced cement concrete,excluding cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 88 | a)1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) |
| 89 | RCC work in walls ( any thickness), including attached pilasters, buttresses, plinth and string course, fillets, columns ,pillars , piers, abutment, posts and struts etc up to floor five level t excluding the cost of centering, shuttering, finishing and reinforcement in |
| 90 | a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 91 | 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. |
| 92 | 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). |
| 93 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level |
| 94 | (b) Thermo-Mechanically Treated Bars. |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 96 | a) Foundation footings, bases of columns etc, and mass concrete. |
| 97 | b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 98 | c) Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 99 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : (i) Cement mortar 1:6(1 cement: 6 coarse sand) |
| 100 | Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in |
| 101 | (i) Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 102 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. |
| 103 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. |
| 104 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): |
| 105 | (i) Flush / Ruled/ Struck or weathered pointing. |
| 106 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.(a)Using flats 30x6mm for diagonal braces and central cross piece. |
| 107 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 108 | (i) Water thinnable cement primer |
| 109 | Finishing walls with water proofing cement paint of required shade : |
| 110 | (i) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 111 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 112 | (i) Two or more coats on new work over an under coat of suitableshade withordinary paint of approved brand and manufacture. |
| 113 | SH :-CONSTRUCTION OF PUCCA DRAIN |
| 114 | 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, dreessing of sides and bottom backfilling with approved material. I) Ordinary soil |
| 115 | Providing and laying in position cement concrete of specified grade excluding the cost of centreing and shuttering. All work upto plinth level 1:4:8 ( 1 cement: 4 coarse sand : 8 graded stobe agg 40 mm nominal size) |
| 116 | Providing and laying in position specified grade of reinforced cement concrete workexcluding cost of centering, shuttering and reinforcement- All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) |
| 117 | Reinforecement for RCC work including straightening , cutting , bending, placing in position and binding all complete upto plinth level a) TMT bars |
| 118 | Formwork in foundation footings, bases of columns, etc for mass concrete |
| 119 | SH :- CONSTRUCTION OF APPROACH ROAD |
| 120 | Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil specified lines, grades levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 metres. |
| 121 | Providing laying and compacting Granular Base/Sub base with naturally occuring Sand Gravel Material free from organic ore other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm(spread thickness). |
| 122 | Water Bound Macadam Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including unifrom 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 agrregate, watering and compacting to the required density. |
| 123 | (i) Grading -I |
| 124 | (ii) Grading -II |
| 125 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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, and finishing to required level and grade.) Type - A |
AI Tender Summary
Tender Timeline
Feb 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 27, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 13, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 20, 2026
18:00 IST
Corrigendum-4 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender