Housing Urban and Rular Development Government Departments Closing in 0 days TDR #53427211

Construction Of Transit Quarters At Kakching District Head Quarter Land Development, Transit Building, Water Tank, Compound Wall, Steel Gate, Pucca Drain And Approach Road

Issued by Government Departments · kakching, Manipur
Tender Value
4.65 Crore
Estimated cost
Bid Submission
30 Jan 2026
0 days left
EMD
9.32 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kakching → Manipur
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Transit Quarters At Kakching District Head Quarter Land Development, Transit Building, Water Tank, Compound Wall, Steel Gate, Pucca Drain And Approach Road

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 19-Jan-2026 CORRIGENDUM No.1 Technical Bid 27-Jan-2026
2 21-Jan-2026 CORRIGENDUM No.2 Financial Bid 27-Jan-2026
3 27-Jan-2026 CORRIGENDUM No.3 Date 30-Jan-2026

BOQ

Name of Work: Construction of Transit quarters at Kakching District Headquarter.
Sl. No. Item Description
1Land Development
2Construction of Embankment with Material obtained from Borrow Pits(Construction of Embankment with approved material obtained from borrow pits withall lifts and leads,transporting to site,spreading,grading to required slope and compacting to meet requirement of table(300-2)
3Construction of Transit Quarter building
4Earth work in surface excavation by mechanical means ( Hydraulic Excavator)/manual means over areas ( 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 (all kinds of soil.)
5Filling 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
6Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete.
7Providing 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).
8Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and bindingall complete in TMT bars.
9Providing 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)
10Reinforced 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 )
11Reinforced 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 ).
12Centering & shuttering including strutting & propping etc.& removal of form for:
13(a) Foundation, footings, bases of columns etc. for mass concrete.
14b) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers
15c) Columns ,Pillars,Piers,Abutments, Posts and Struts.
16(d) Suspended floors, roofs, landings, balconies and access platform
17(e) Edges of slab and breaks in floors and walls(i) under 20 cm wide
18f) Stairs,(excluding Landings) except spiral staircase
19Cement 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.
20Brick 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)
21Brick 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)
22Providing 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
23Providing & 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.
24Providing 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.
2512 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand)
26Providing 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.
27Providing 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.
28Providing 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.
29Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface-Water thinnable cement primer
30Finishing 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.
31Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
32Painting with oil type wood preservativeof approved brandand manufacture:- New Work (Two or more coats)
33Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish
3415 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.
35Providing 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).
36Providing 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.
37Providing & 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.
38SANITARY INSTALLATIONSProviding 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.
39Providing 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 pillar tap.
40Providing 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. 16.9.1.1 510 x 1040 mm bowl depth 250 mm.
41P/F PVC soil waste and vent pipe (external) including cutting hoisting and fitting , makinggood the walls completed. 160 mm
42Providing 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
43Providing 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
44Providing and fixing brass bib cock ofapproved quality. (a) 15 mm nominal bore
45Providing and fixing brass stop cock of approved quality.
46Providing 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
47Providing 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
48Providing and fixing unplasticised PVCconnection pipe with brass unions. a) 15 mm nominal bore
49Providing 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
50Providing and fixing 1 KW Capacity electric water pump of approved make(Crompton brand ) 0.37/0.50 KW/HP.
51Steel 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.
52Providing & 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.
53ii)250 x 10 mm
54Making 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.
55Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape …etc.
56Providing 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).
57Providing 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. With float glass panes of 4.0 mm thickness.
58Construction of underground water tank
59Earth work in surface excavation by mechanical means ( Hydraulic Excavator)/manual means over areas ( 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 (all kinds of soil.)
60P/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)
61Providing 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.
62Suspended floors, roofs, landings, balconies and access platform.
63(e) Edges of slab and breaks in floors and walls(i) under 20 cm wide
64Reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete (b) Thermo-Mechanically Treated bars
65Providing & 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).
66RCC 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).
67RCC 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).
68Filling 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
69Construction of Compound Fencing wall & Steel Gate
70Earth work in surface excavation by mechanical means ( Hydraulic Excavator)/manual means over areas ( 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 (all kinds of soil.)
71Providing 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).
72Providing 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)
73RCC 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 a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
74Filling 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.
75Reinforced 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).
76Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (b) Thermo-Mechanically Treated Bars.
77Centering and shuttering including strutting, propping etc. and removal of form for:
78a) Foundation footings, bases of columns etc, and mass concrete.
79b) Columns, Pillars, Piers, Abutments, Posts and Struts.
80c) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers
81(d).Flate surface such as suspended floor
82Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in(i) Cement mortar 1 : 4 (1 cement : 4 coarse sand)
8312 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand)
8415 mm cement plaster of mix 1 : 3 (1 cement : 3 coarse sand)
85Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : (i) Water thinnable cement primer
86Finishing walls with water proofing cement paint of required shade : (i) New work (Two or more coats applied @ 3.84 kg/10 sqm)
87Steel Work welded in built up sections framed work,i/c cutting,hoisting,fixing in position & applying a priming coat of red lead paints.(a) In beams & channels,angles,Tees with connecting plates or angles cleats as in main& cross beams, hip & jack rafters, purlins connected to common rafter and the like.
88Supplying and fixing galvanised steel barbed wire. weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately).
89Applying priming coat: 13.37.3 withready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/Steel works.
90Painting with synthetic enamel paint of approved brand manufacture of required colour to give an even shade:13.45.1 Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
91Construction of pucca drain
92Earth work in surface excavation by mechanical means ( Hydraulic Excavator)/manual means over areas ( 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 (all kinds of soil.)
93Providing 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)
94Brick 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)
95Cement 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
9612 mm cement plaster of mix 1 : 4 (1 cement : 4 coarse sand)
97Construction of approach road
98Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level. 4.1.3. - 1:2:4 ( 1 cement : 2 Coarse sand: 4 graded stone aggregates) 20 mm nominal size.
99Providing and Laying80 mm thick factory made cement concrete interlocking paver vlock( Rubber Moulded) of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/ Shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand ,etc. all complete as per the direction of the Engineer -in- charge.
100Plain /Reinforced cement concrete in substructure complete as per drawing and technical specifications B) PCC Grade M20 height upto 5m

AI Tender Summary

OUR REF NO 53427211
AUTHORITY Government Departments
TENDER VALUE 4.65 Crore
LAST DATE 30-01-2026
Authority
Authority Name Public Works Department
Work Description Construction Of Transit Quarters At Kakching District Head Quarter Land Development, Transit Building, Water Tank, Compound Wall, Steel Gate, Pucca Drain And Approach Road
Basic Detail
Tender No EE/KCG/E-TENDER/2025-26/3
Bidding Type Tender
Location
City kakching
State Manipur
Key Dates
Publish Date 27 Jan 2026
Submission Date 30 Jan 2026
Open Date 30 Jan 2026
Finance
Tender Value 4.65 Crore
Tender Fee 5000
EMD 9.32 Lakhs
Exemption Not Available
Document List
9ae14841-b0e7-4815-8e8d-f489c5fe4311.html
BOQ_3474.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Jan 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 27, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 27, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 30, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jan 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

9ae14841-b0e7-4815-8e8d-f489c5fe4311.html

xls

BOQ_3474.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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