Police Housing Corporation Limited Tender
View complete overview of Manipur Police Housing Corporation Limited Tender
Police Housing Corporation Limited Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Mar 2025
Closing Soon27 Mar 2025
Tender Amount₹ 1,76,38,220
Costs
EMD
₹ 3,53,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MPHCL_2654_1Tender No
04/EE(I/E)/MPHC/2024-25Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://manipurtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a) C.C. 1:5:10 (1 cement :5 kanhaighat sand :10 graded stone aggrt. 40mm nominal size).
0.79
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Providing and laying in position specified grade of reinforced cement concrte excluding the cost of centering, shuttering,finishing and reinforcement- All work upto plinth level (a) 1:1.5:3 (1 cement : 1.5 kanhaighat sand : 3 graded stone aggrt. 20mm nominal size).
1.47
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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 cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 kanhaighat sand:3 graded stone aggregate 20 mm nominal size.)
0.31
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level/Above Plinth level.
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(b)Thermo-Mechanically Treated bars.
194.33
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Centering & shuttering including strutting , propping etc and removal of form for :(a) Foundation footings, bases of columns etc. and mass concrete.
8.93
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(c) Columns, pillars, Piers , abutment , post and struts
0.44
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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 : in cement mortar 1:4 (1 Cem:4 C/Sand)
1.13
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Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): (a) Flush / Ruled/ Struck or weathered pointing
8.88
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
14.93
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Providing and fixing steel gate partly grills and partly M.S. sheet 3.16 mm thick with M.S. angle frame of 65 X 65 X 6 mm including handles, hold fasts, locking arrangment and applying a priming coat of red lead paint ( as per standard design),
9.33
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SH:(B)- COMPOUND FENCING FOR A LENGTH OF 304.80 RM
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Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m
463.6
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Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.
154.4
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P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Coarse sand: 10 graded stone aggrt. 40mm nominal size).
54.8
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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(1cem:1.5Kanhaighat coarse sand:3graded stone aggrt 20mm nomial size)
106.8
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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 cost of centering, shuttering, finishing and reinforcement :a)1:1.5:3(1cement :1.5Kanhaighat coarsesand:3graded stone aggrt 20mm nominal size)
43.2
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sandKanaighat:3 graded stone aggregate 20 mm nominal size.)
24
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Reinforcement for R.C.C.work including bending,binding and placing in position complete
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( b ) TMT steel bars.
18412.8
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Centering and shuttering including strutting, propping etc. and removal of form for:(a) Foundation footings, bases of columns etc. and mass concrete.
472
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(b)Column, pillars,posts &struts ( rect or polygon in plan )
606
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(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers,
with water proof ply 12mm thick.
200.8
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Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 C/Sand)
98.4
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Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: (i) cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand)
503.2
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12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
503.2
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15 mm cement plaster 1:3 (1 cement: 3 kanhaighat sand) finished with afloating coat of neat cement on the roughside of single or half brick wall.
503.2
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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.
1825.2
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer
1825.2
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Finishing walls with textured exterior paint of required shade : (i) 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.
1825.2
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75 cm, high fencing with angle iron post 50 X 50 X 6 mm of 1.24 m long placed at every 2.44 m apart embeded in R.C.C. columns and every 1st, 5th and corner posts to be struted providing with 6 (six) horizontal lines and two diagonals of G.I. barbed wire ( 0.164 kg/m.) between two posts filled and fixed with G.I. staples etc. complete.
64.75
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SH (C) : SENTRY TOWER - 4 NOS.
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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. (i) All kinds of soil.
60.78
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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.
20.26
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Supplying and filling in plinth with sandy soil under floors including,watering,ramming consolidating and dressing complete with a lead of 15 Km
15.82
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a) (i) 1:5:10 ( 1 Cement: 5 Kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size)
9
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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 Kanhaighat Coarse sand:3graded stone aggregate 20 mm nominal size.)
13
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
7.12
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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 cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)
8.64
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Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to plinth level.
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(b) Thermo-Mechanically Treated bars.
2832.86
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Centering and shuttering including strutting, propping etc. and removal of form for:(a) Foundation footings, bases of columns etc. and mass concrete.
83.64
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(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan
102.96
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(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers,with water proof ply 12mm thick.
57.68
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(d ) Suspended floors, roofs, landings, balconies and access platform,with water proof ply 12mm thick.
23.8
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(e) Edges of slab and breaks in floors and walls (i) Under 20cm wide
39.44
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Brick work with Ist class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in: (i) (1 Cem: 4 C/Sand)
13
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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 : in cement mortar 1:4 (1 Cem:4 C/Sand)
37.02
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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. (a) Electric resistance or induction butt welded tubes
1850.3
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Providing and fixing M.S. round holding down with nuts and wahser plates completes
64
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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. (i) In grating, frames, guard bar, railing, brackets, gates and similar works.
1836
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Providing and fixing expanded metal 20x60mm strands 3.25mm wide and 1.6mm thick for windows etc. including 62x19mm beading of Ilnd class teak wood and priming coat with approved steel primer all complete.
15.84
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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.(i) Using M.S. angles 40 x 40 x 6mm for diagonal braces.
6
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Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and onforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4Kanhaighat coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..(i) Double charge vitrified tile polished finish of size (a) Size of Tile 600 x 600 mm
50.1
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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 trussesand including cutting to size and shape wherever required with (i) Precoated galvanised iron profile sheets 0.50 mm thick
83.16
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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 : (i) Ridges plain (500 - 600mm). (a) Precoated galvanised iron profile sheets 0.50 mm thick.
51.2
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12 mm cement plaster of mix : (i) 1:4 (1 cement : 4 Kanhaighat coarse sand).
37.02
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15 mm cement plaster on rough side of single or half brick wall of mix : (i) 1:4 (1 cement : 4 Kanhaighat coarse sand).
37.02
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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.
7.2
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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.
275.16
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :.(i) Water thinnable cement primer
275.16
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Finishing walls with textured exterior paint of required shade : (i) 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.
781.44
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Applying priming coat :- (a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
34.08
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(b) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:
15.84
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
124.48
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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
34.08
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P/F 3mm thick M.S.Sheet eave board with ISA 25x25x4mm and flat 25x4mm with primer and painting complete as per direction of Engineer-in- Charge.
14.8
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SH:D-Storm water drain
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2nd class brick masonary 30 x 45cm open surface drain in c.m. 1: 4(1cem : 4 c/sand) i/c earth excavation 10cm bed c.c.1: 5 : 10 1cem : 5 c/sand :10gr.st.aggrt.40mm n/size i/c 15mm thick cement plaster 1: 3 (1cem : 3 c/sand) with a floating coat of neat cement inside & outside as per standard design.
530
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SH E-CEMENT CONCRETE PAVEMENT
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Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m
140
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level (a) (i) 1:5:10 ( 1 Cement: 5 Kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size)
84
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(b) 1:2:4 (1 cem :2 Kanhaighat coarse sand:4 graded stone aggrt.20mm n/size).
56
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