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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹13.6 L (6.78%)Admitted-Finance | ₹2.1 Cr+₹13.6 L (6.78%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹17.3 L (8.65%)Admitted-Finance | ₹2.2 Cr+₹17.3 L (8.65%) | L3 | Admitted-Finance |
| 4 | L4₹2.7 Cr+₹70.5 L (35.2%)Admitted-Finance | ₹2.7 Cr+₹70.5 L (35.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
14 Jan 2026, 5:00 pmClosed
Executive Engineer, Division-III
EDUCATION ENGINEERING WING EDUCATION (S) DEPARTMENT, MANIPUR Babupara, Near D.C. Office (Old), Imphal West
Construction of 50 Bedded Boys Hostel under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan DAJGUA, 2025-26 at Mao Maram Higher Secondary School, Senapati, Manipur
2025_DoEs_3130_1
EEW/T-15/E-TENDER/2025-26/32
Open Tender
Civil Works
Works
540 days
As per Tender Documents
As per tender documents
2 documents required · 2 mandatory
₹5,000
CFO ENGINEERING CELL DEPT. OF EDUCATION (S)
₹5.6 L
Imphal
9 Mar 2026
24 Dec 2025
15 Jan 2026
24 Dec 2025
14 Jan 2026
24 Dec 2025
30 Dec 2025
All kinds of soil.
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.
Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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)
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
1:1.5:3 ( 1 cement : 1.5 c/sand : 3 graded stone aggregate 20mm. Nominal size).
1:1.5:3 ( 1 cement : 1.5 c/sand : 3 graded stone aggregate 20mm. Nominal size).
Thermo-Mechanically Treated bars
Foundation footings, bases of columns etc. and mass concrete.
Columns, Pillars, Piers, Abutments, Posts and Struts.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platform.
Stairs, (excluding landings) except spiral-staircases.
Cement mortar 1:4 (1 cement : 4 coarse sand)
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means by lifting material using mobile crane.
Local best quality Uningthou
Local best quality Teak wood
Local best quality Tolhao wood.
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
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.
In grating, frames, guard bar, railing, brackets, gates and similar works.
40mm thick with 20mm nominal size stone aggregate.
18 mm thick.
Hot finished welded type tubes
Precoated galvanised iron profile sheets 0.50 mm thick
Precoated galvanised iron profile sheets 0.50 mm thick
12 mm thick
1:4 (1 cement : 4 fine sand)
1:4 (1 cement: 4 coarse sand)
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.
Water thinnable cement primer
Two or more coats on new work-
New work (two or more coats) over and including priming coat with cement primer:-
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
W.C. pan with ISI marked white solid plastic seat and lid.
White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests
White Vitreous China Angle back wash basin size 600 x 480 mm with single 15 mm C.P. brass pillar tap
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
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
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.
40 mm dia
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
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
20 mm dia
15 mm dia.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm dia (nominal)
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
25 mm dia
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (External work)
20mm dia.
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
1000 litres net capacity storage tanks
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:-
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass
SH: Land Development
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
All kinds of soil.
SH: Construction of 2(two) Septic Tank & 2(two) Soakpit
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
(b) 1:2:4( 1 cement : 2 coarse sand : 4 stone agtt 40mm nominal size
Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
FORM WORKS
Centering and shuttering including strutting, propping etc. and removal of form for:
Suspended floors ,roofs, landings, balconies and access platform, with water proof ply 12mm thick.
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
Thermo-Mechanically Treated bars
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.
Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
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.
SH: Construction of Boundary Wall
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.
Filling available excavated earth(excluding rock) in trenches, pinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundation footings, bases of columns etc. and mass concrete. using 12mm shuttering ply
Columns, pillars, posts and struts (square rectangular or polygon in plan). using 12mm shuttering ply
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
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 :
1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 :
1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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).
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
Thermo-Mechanically Treated bars
Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:
Cement mortar 1 : 3 (1 cement : 3 coarse sand)
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand):
Flush / Ruled/ Struck or weathered pointing.
SH: Construction of Gate
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for:
foundation footings, bases of columns etc. and mass concrete. using 12mm shuttering ply
Columns, pillars, posts and struts (square rectangular or polygon in plan). using 12mm shuttering ply
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
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 :
1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 :
1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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).
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
Thermo-Mechanically Treated bars
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.
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.
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 sheets 0.35 mm thick
SH: Providing IEI for Hostel
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 PVC insulated 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.
1. Group - A
2. Group - B
3. Group - C
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
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.
2 x 1.5 mm2 + 1 x 1.5 mm2 earth wire
2 x 2.5 mm2 + 1 x 2.5 mm2 earth wire
2 x 4 mm2 + 1 x 4 mm2 earth wire
Supply and fixing (following piano type switch / socket) on the existing switch box/ cover i/c connection etc as req.
3 pin 5/6 amps socket outlet
5/6 amps switch
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.
S/F 3 pin 5 amp ceiling rose on the existing junction box / wooden block i/c connection etc. as reqd
S/F brass batten/angle holder i/c connection etc. as reqd.
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)
S/F stepped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd
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)
8 Way single door
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.
Single pole and neutral
S/F (following rating) double pole 240 V isolator in the existing MCB DB complete with connection, testing and commissioning as reqd.
10 sq.mm ISI marked, FR PVC insulated, single core copper conductor cable
S/F of metal Boxes with phenolic laminated sheet cover in front
250 mm x 300mm x 100 mm deep
180mm x 100mm x60mm deep
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.
Extra for using salt and charcoal for pipe earth electrode as reqd.
P/L earth connection from earth electrode with 4 mm dia copper wire in 15 mm dia G.I. pipe as reqd.
100 amp/63 amp 500 V procelain fuse unit (kit-kat).
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
P/F 125 amp.TPN stand ground on load change over switch (Compact design) 415/500 V including connection etc as reqd.
S/F 18 W LED tube Lamp Hevells
S/F 15 W LED Bulb Hevells
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