Tender For Construction Of 50 Bedded Boys Hostel Under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan Dajgua, 2025-26 At Mao Maram Higher Secondary School, Senapati, Manipur, Imphal West-Manipur

TDR : 53112590

Tender Notice
BOQ

19 Days Left

Imphal West , Manipur

Tender Brief : Tender For Construction Of 50 Bedded Boys Hostel Under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan Dajgua, 2025-26 At Mao Maram Higher Secondary School, Senapati, Manipur

Document Fees
₹ 5000 /-

EMD
₹ 559000.0 /-

Tender Value
₹ 2.79 Crore /-

Submission Date
13-01-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	SH: Construction of 50 Bedded Hostel
2	Earthwork
3	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
4	All kinds of soil.
5	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.
6	Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
7	Cement concrete works
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
9	All work upto plinth level:
10	1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
11	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
12	R.C.C. Work
13	Providing and laying in position of specified grade of reinforced cement concrete,excluding the cost of centering,shuttering,finishing and reinforcement-All work up to plinth level:
14	1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
15	R.C.C. work in walls (any thickness),including attached pilasters ,buttresses,plinth and string courses, fillets, columns, Pillars piers, abbutment,posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishingand reinforcement :
16	1:1.5:3 ( 1 cement : 1.5 c/sand : 3 graded stone aggregate 20mm. Nominal size).
17	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.
18	1:1.5:3 ( 1 cement : 1.5 c/sand : 3 graded stone aggregate 20mm. Nominal size).
19	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete. Above Plinth level
20	Thermo-Mechanically Treated bars
21	FORM WORKS
22	Centering and shuttering including strutting, propping etc. and removal of form for
23	Foundation footings, bases of columns etc. and mass concrete.
24	Columns, Pillars, Piers, Abutments, Posts and Struts.
25	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
26	Suspended floors, roofs, landings, balconies and access platform.
27	Stairs, (excluding landings) except spiral-staircases.
28	BRICK WORKS
29	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in:
30	Cement mortar 1:4 (1 cement : 4 coarse sand)
31	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in
32	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
33	Extra for half brick masonry in superstructure, above floor V level for everyfour floors or part thereof by mechanical means by lifting material using mobile crane.
34	Wood work
35	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:
36	Local best qualityUningthou
37	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all
38	Local best quality Teak wood
39	Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :
40	Local best quality Tolhao wood.
41	Providing and fixing ISI marked oxidised M.S.sliding door bolts with screws etc. complete
42	250x16 mm
43	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
44	200X10 mm
45	150X10 mm
46	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size
47	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
48	100 mm
49	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 steel windows by welding.
50	STEEL WORK
51	Steel work welded 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.
52	In grating, frames, guard bar, railing, brackets, gates and similar works.
53	FLOORING
54	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.
55	40mm thick with 20mm nominal size stone aggregate.
56	Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3coarse sand) finished with a floating coat of neat cement.
57	18 mm thick.
58	ROOFING AND CELLING
59	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.
60	Hot finished welded type tubes
61	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
62	Precoated galvanised iron profile sheets0.50 mm thick
63	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
64	Precoated galvanised iron profile sheets0.50 mm thick
65	Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately): White face insulating board.
66	12 mm thick
67	FINISHING
68	12 mm cement plaster of mix:
69	1:4 (1 cement : 4 fine sand)
70	15 mm cement plaster on rough side of single or half brick wall of mix :
71	1:4 (1 cement: 4 coarse sand)
72	Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
73	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
74	Water thinnable cement primer
75	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.
76	Two or more coats on new work-
77	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
78	New work (two or more coats) over and including priming coat with cement primer:-
79	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
80	SANITARY
81	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
82	W.C. pan with ISI marked white solid plastic seat and lid.
83	Providingand fixing water closet squatting pan (Indian type W.C. pan ) with 100 mmsand cast Iron P or S trap, 10 litre low levelwhiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to
84	White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests
85	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:
86	White Vitreous China Angle back wash basin size 600 x 480 mm with single 15 mm C.P. brass pillar tap
87	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
88	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32mm dia
89	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.
90	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.
91	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
92	40 mm dia
93	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
94	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
95	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
96	WATER SUPPLY
97	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (Internal work)
98	20 mm dia
99	15 mm dia.
100	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
101	15 mm dia (nominal)
102	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
103	25 mm dia
104	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work)
105	20mm dia.
106	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 suppor
107	1000 litres net capacity storage tanks
108	Providing and fixing wash basin with C.I. 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:-
109	(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass
110	SH: Land Development
111	Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minium 8 tonnes and dressing up in embankments for raods, floods banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5m
112	All kinds of soil.
113	SH: Construction of 2(two) Septic Tank & 2(two) Soakpit
114	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.
115	All kinds of soil.
116	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.
117	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
118	1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
119	(b) 1:2:4( 1 cement : 2 coarse sand : 4 stone agtt 40mm nominal size
120	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in:
121	Cement mortar 1:4 (1 cement : 4 coarse sand)
122	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in
123	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
124	FORM WORKS
125	Centering and shuttering including strutting, propping etc. and removal of form for:
126	Suspended floors ,roofs, landings, balconies and access platform, with water proof ply 12mm thick.
127	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete.
128	Thermo-Mechanically Treated bars
129	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.
130	Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
131	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat ofneat cement on the roughside of single or half brick wall.
132	SH: Construction of Boundary Wall
133	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.
134	All kinds of soil.
135	Fillingavailableexcavated earth(excludingrock) intrenches, pinth, sidesoffoundationsetc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by rammingand watering, lead upto 50mand lift upto 1.5m.
136	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
137	1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
138	Centering and shuttering including strutting, propping etc. and removal of form for:
139	Foundation footings, bases of columns etc. and mass concrete. using 12mm shuttering ply
140	Columns, pillars, posts and struts (square rectangular or polygon in plan). using 12mm shuttering ply
141	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
142	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
143	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
144	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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
145	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
146	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).
147	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete.
148	Thermo-Mechanically Treated bars
149	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)
150	Half brick masonrywith Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
151	Cement mortar 1 : 3 (1 cement : 3 coarse sand)
152	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand):
153	Flush / Ruled/ Struck or weathered pointing.
154	SH: Construction of Gate
155	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.
156	All kinds of soil.
157	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.
158	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
159	1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
160	Centering and shuttering including strutting, propping etc. and removal of form for:
161	foundation footings, bases of columns etc. and mass concrete. using 12mm shuttering ply
162	Columns, pillars, posts and struts (square rectangular or polygon in plan). using 12mm shuttering ply
163	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
164	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
165	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
166	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. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
167	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
168	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).
169	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete.
170	Thermo-Mechanically Treated bars
171	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat ofneat cement on the roughside of single or half brick wall.
172	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.
173	Electric resistance or induction butt welded tubes.
174	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
175	Precoated galvanised iron profile sheets0.35 mm thick
176	SH: Providing IEI for Hostel
177	Wiring for light point/Fan point/Exhaust Fan point/Call bell point with 1.5 mm 2 PVC insulated copper conductor single core cable in PVCinsulated casing copper with piano type switch phenolic laminated sheet suitable size MS-box and earthing the point with 1.5 mm2 PVC insulated copper conductor single core cable etc. as reqd.
178	1. Group - A
179	2. Group - B
180	3. Group - C
181	Wiring for light point/power plug with 2 x 4 mm2 PVC insulated copper conductor single core cable in PVC casing and capping along with 1 no. 4 mm2 PVC insulated copper conductor single core cable for loop earthing etc. as reqd. 14,728.00
182	Wiring for circuit/sub-main wiring along with earth wire with (the following sizes of) PVC insulated copper conductor single core cable in PVC casing and capping etc. as reqd.
183	2 x 1.5 mm2 + 1 x 1.5 mm2 earth wire
184	2 x 2.5 mm2 + 1 x 2.5 mm2 earth wire
185	2 x 4 mm2 + 1 x 4 mm2 earth wire
186	Supply and fixing (following piano type switch / socket) on the existing switch box/ cover i/c connection etc as req.
187	3 pin 5/6 amps socket outlet
188	5/6 amps switch
189	S/F metal box of 180mm x 100mm x 60 mm (N/S) on surface or in reccessed with suitable size of phenolic laminated sheet cover in front i/c P/F 6 Pin 5/6 and 15/16 amp socket outlet and 15/16 amp piano switch, connection painting etc as reqd.
190	S/F 3 pin 5 amp ceiling rose on the existing junction box / wooden block i/c connection etc. as reqd
191	S/F brass batten/angle holder i/c connection etc. as reqd.
192	S/F 48” sweep (1200 mm) A.C. ceiling fan complete with down rod, canopy, 3 (three) blades but without regular etc as reqd. (Make Bajaj / Usha or similar)
193	S/F stepped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd
194	S/F (following way) single/double pole and neutral, sheet steel MCCB distribution board, 240 V on surface/recessed complete with tinned copper but bas neutral bus bar, earth bar, din bar, detachable gland plate interconnection, phosphatized and powder painted including earthing etc. as reqd. (but without MCB/RCCB/Isolator)
195	8 Way single door
196	Supplying and fixing 5 amp to 32 amp rating 230 V B series MCB for lighting and other load for (following poles) in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
197	Single pole and neutral
198	S/F (following rating) double pole 240 V isolator in the existing MCB DB complete with connection, testing and commissioning as reqd.
199	10 sq.mm ISI marked, FR PVC insulated, single core copper conductor cable
200	S/F of metal Boxes with phenolic laminated sheet cover in front
201	250 mm x 300mm x 100 mm deep
202	180mm x 100mm x60mm deep
203	Earthing with G.I. earth pipe 4.5 m long 40 mm dia i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.
204	Extra for using salt and charcoal for pipe earth electrode as reqd.
205	P/L earth connection from earth electrode with 4 mm dia copper wire in 15 mm dia G.I. pipe as reqd.
206	100 amp/63 amp 500 V procelain fuse unit (kit-kat).
207	S/F bus bar chamber with 4 strips copper bus bar of length 300mm suitable for 63 amp capacity complete with all accessories i/c connection earthing the body etc. as reqd
208	P/F 125 amp.TPN stand ground on load change over switch (Compact design) 415/500 V including connection etc as reqd.
209	S/F 18 W LED tube Lamp Hevells
210	S/F 15 W LED Bulb Hevells

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents

Also Visit

Tenders

Manipur Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

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.

Top

Tender For Construction Of 50 Bedded Boys Hostel Under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan Dajgua, 2025-26 At Mao Maram Higher Secondary School, Senapati, Manipur, Imphal West-Manipur

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of 50 Bedded Boys Hostel Under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan Dajgua, 2025-26 At Mao Maram Higher Secondary School, Senapati, Manipur, Imphal West-Manipur

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us