Police Housing Corporation Limited Tender
View complete overview of Manipur Police Housing Corporation Limited Tender
Police Housing Corporation Limited Tender
Eprocure
Opening Date20 Sep 2021
Closing Date28 Sep 2021
Tender Amount₹ 2,84,55,317
Costs
EMD
₹ 5,70,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MPHCL_1543_1Bid Award Id
ViewTender No
09/EE-I/MPHC/2021-22Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://manipurtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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.
108.38
-
-
Filling in plinth with sandy soil under floors including watering ramming,consolidating and dressing complete with a lead of 15 Km
110.54
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SH : CONCRETE WORK
-
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Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in (a) C.C. 1:5:10 (1 cement :5 Kanhaighat coarse sand :10 graded stone aggrt. 40mm nominal size).
64.44
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-
(b) 1:2:4(1 cem :2 kanhaighat C/sand:4 graded stone aggrt. 20mm nominal size).
9.04
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-
SH : REINFORCED CEMENT CONCRETE WORK
-
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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:3 graded stone aggregate 20 mm nominal size.)
71.63
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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.)
126.37
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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.)
17.67
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-
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(a) Thermo-Mechanically Treated bars.
30988.16
-
-
SH : FORMWORK
-
-
-
Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.
250.33
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-
(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
153.89
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-
(c) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1m in depth.
327.5
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-
(d)Flat surface such as suspended flloor,roofs, landing & the like ( i) floor etc upto 200mm in thickness
400.07
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-
(e)Edges of slab and breaks in floor not exceeding 1m in depth
301.52
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-
(f) Staircase (e/c landing) slopping or stepped soffits i/c riser and strings etc.
15.96
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-
SH : BRICK WORK
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-
Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand) in superstructure.(i) Above plinth level upto 1st floor level.
82.55
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-
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement : 4 Kanhaighat coarse sand)
46.04
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2nd class (local first class) brick work in superstructure (i) above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4C/Sand)
33.19
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-
SH : WOOD WORK
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Providing wood work in frames of doors, windows, c/windows & other frame and fixed in position.(a) Leihao wood (Special Class).
0.55
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Providing and fixing 38mm thick panelled and glazed or panelled and glazed shutters for doors, windows, c/windows ect. Including bright finished brass hinges with necessary screws-(a) Leihao wood (Special Class).
13.72
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-
Providing 40x3mm flat iron hold fast 40cm long i/c fixing to frames with 10mm dia bolts, nuts and wooden plugs and embedding to cement concrete block 30x10x15cm 1:3:6 (1 cement : 3 Kanhaighat coarse sand : 6 stone aggrt. 20mm nominal guage).
58
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P/F Brass Sliding door bolts bright finished or black enamelled with screws & nuts etc. complete.(a) 300X15 mm
6
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P/F Brass Tower bolts (barrel type) with screws & nuts complete,(a) 250x10 mm
18
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P/F Brass Handles with necessary screws etc. complete,(a) 125mm
12
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P/F M.S Hookes & Eyes with screws & nuts complete.(a) 150mm
7
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SH : STEEL WORKS
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Providing & fixing M.S. grills of required pattern to wooden frames vertically and horizontally with 66x33x4.80mm SHS at required spacing & frames based on Architectural drawing .. i/c priming,painting etc. Complete as per direction of Engineer-in-Charge.
1.86
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-
Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .a) In staircases i/c stringers, treads, landings, hand rails etc.
16.98
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-
Providing and fixing stainless steel 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
9.04
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-
SH : ALUMINIUM WORKS
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Providing and fixing aluminium works for doors windows, Ventilators and partions both extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fiixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up gaps at junctions, at top,bottom and side with required EPDM rubber/Neoprene gasket etc. Aluminium snap beading for glazing /panelling, C.P. brass/ Stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately):For shutters of doors, windows & ventilators including, providing and fixing hinges/ pivots and making provision for fixing of fitting wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).(a) Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade
5.95
-
-
Providing 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. (Cost of aluminium snap beading shall be paid in basic item): (i)with float glass panes of 4.0 mm thickness
5.95
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-
SH : FLOORING
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Double Charged) (i) Branded.
88.07
-
-
Kota stone slab flooring over 20 mm ( average ) thick base of cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete (a) 30mm thick
141.57
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-
Granite stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) Granite slab 20 mm slab thick (i)Jade Black 60 x 120 cm
128.69
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-
Stone tile work for wall linning upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cem :3 kanhaighat C/sand) including pointing in white cement with an ad mixture of pigment to match the stone shade (a) 8mm thick (mirror polished and machine cut edge) granite stone of any colour and shade
46.11
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-
Providing and laying 22 mm thick precast cement concrete chequered tiles on foothpath over 20 mm thick bed of cement mortar 1:3 complete as per drawing and technical specifications.
13.98
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-
SH : FINISHING
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12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
124.49
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-
15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
124.49
-
-
Painting on wall with (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an even shade.
629.28
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-
Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
629.28
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-
Applying one coat of cement primer of approved quality on wall surface.
629.28
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-
Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.
340.08
-
-
Applying ready mixed priming coat (genuine red lead of appd. Quality) on steel work.
71.52
-
-
Applying ready mixed priming coat pink primer of approved quality on wood work.
26.98
-
-
Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.
71.52
-
-
Painting (two or more coats excluding priming coat) with superior ready mixed paint for wood work of approved quality in all shades on new wood work to give an even shade.
26.98
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-
SH : MISCELLANEOUS
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Providing under layer for plinth protection of 75 mm thick (unconsolidated) of stone aggrt. 40 mm nominal size wall rammed & consolidated & grouted with fine sand i/c finishing the top of concrete smooth.
63.66
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-
Providing plinth protection 50 mm thick in cement concrete 1: 3 : 6 (1 cement : 3 Kanhaighat coarse sand : 6 graded stone aggrt. of 20 mm nominal size) i/c finishing the top surface of concrete smooth.
63.66
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-
2nd class brick masonary 15x15cm open surface drain in c.m. 1: 5(1cem : 5 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 12mm thick cement plaster 1: 3 (1cem : 3 Kanhaighat c/sand) with a floating coat of neat cement inside & outside as per standard design.
106.1
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(B) Construction of First Floor
-
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SH : REINFORCED CEMENT CONCRETE WORK
-
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Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in
-
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(b) 1:2:4(1 cem :2 kanhaighat C/sand:4 graded stone aggrt. 20mm nominal size).
11.9
-
-
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.)
64.29
-
-
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.)
17.23
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.(a) Thermo-Mechanically Treated bars.
12158.27
-
-
SH : FORMWORK
-
-
-
Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)
-
-
-
(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
174.05
-
-
(c) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1m in depth.
226.51
-
-
(d)Flat surface such as suspended flloor,roofs, landing & the like ( i) floor etc upto 200mm in thickness
205.86
-
-
(e)Edges of slab and breaks in floor not exceeding 1m in depth
153.68
-
-
SH : BRICK WORK
-
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-
2nd class (local first class) brick work in superstructure (i) above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4C/Sand)
36.23
-
-
SH : ALUMINIUM WORKS
-
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Providing and fixing aluminium works for doors windows, Ventilators and partions both extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fiixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up gaps at junctions, at top,bottom and side with required EPDM rubber/Neoprene gasket etc. Aluminium snap beading for glazing /panelling, C.P. brass/ Stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately):For shutters of doors, windows & ventilators including, providing and fixing hinges/ pivots and making provision for fixing of fitting wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).(a) Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade
70.43
-
-
Providing 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. (Cost of aluminium snap beading shall be paid in basic item): (i) with float glass panes of 4.0mm thickness
70.43
-
-
Providing and fixing glass ACP 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. (Cost of aluminium snap beading shall be paid in basic item): (i) with plain glass panes of 4mm thickness
75.64
-
-
SH : STEEL WORKS
-
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Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .(i) In beams & joists with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like.
31.25
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-
P/F M S sheet eave board 1mm thick welded on M S frame of ISA 25 x 25 x 3mm and flat bars 25 x 3 mm i/c painting etc complete
25.66
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-
Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete.
3.02
-
-
SH : ROOFING & CEILING
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Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses. (a) Pre painted Galvalume Sheet (PPGL)i) Profile sheet 0.50 mm/4.2 kgs/sqm
394.32
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-
Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses.(a) Pre painted Galvalume Sheet (PPGL) (i) Profile sheet 0.50 mm/4.2 kgs/sqm
23.87
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-
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide chrome primer conforming to IS 2079, welded and bolted incluiding special shape washer etc. complete. (a) Electric resistant welded tube 9 Conforming to IS : 1611 - 1979).
9802.33
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-
Providimg and fixing false ceiling at all height including providing and fixing of frame work made of special sections,power pressed from M.S. Sheets and galavanized with zinc coating of 120gms/sqm ( both side inclusive) as per is 277 and consisting of angle cleats of size 25mm wode X 1.6 mm thick with flanges of 27mm flanges of 20mm amd 30mm long , the perimeter of ceiling fixed to wall /Partition with the help of rawl plugs at 450mm centerr,with 25mm long dry wall screws @ 230mm interbal, including fixing of gypus board to(a)Fully Perforated Gypsum board of size 1200 X2400 X12.4mm Having approx.15% perforated area with perforation size and pattern as approved by engineer Incharge
300.62
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SH : FLOORING
-
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 Kanhaighat coarse sand), including grouting the joint with white cement & matching pigments etc. complete.(a) Size of Tile 600x600 mm (Double Charged) (i) Branded.
96.55
-
-
Kota stone slab flooring over 20 mm ( average ) thick base of cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete (a) 30mm thick
133.69
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-
Granite stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 Cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with -(a) Granite slab 20 mm slab thick (i)Jade Black 60 x 120 cm
135.94
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-
Providing and fixing on wall face G.I. pipe 100mm (NBL) as rain water pipe.
70.92
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P/F 100mm G.I. Elbows
10
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SH : FINISHING
-
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12mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
144.95
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15mm cement plaster 1:4 (1 cement : 4 Kanhaighat coarse sand).
144.95
-
-
Painting on wall with (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an even shade.
326.74
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-
Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
326.74
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-
Applying one coat of cement primer of approved quality on wall surface.
326.74
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-
Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.
326.74
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-
Applying ready mixed priming coat (genuine red lead of appd. Quality) on steel work.
95.45
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-
Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.
95.45
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(C) Drain and wheel guard
-
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Earth work in excavation in foundation trenches or drains i/c 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 to 50 metres (b)Hard /dense soil.
95.33
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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.
31.78
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-
P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:4:8(1 cem :4 kanhaighatC/ sand:8 graded stone aggrt. 40mm nominal size).
25.2
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(b) 1:2:4(1 cem :2 kanhaighat C/sand:4 graded stone aggrt. 20mm nominal size).
2.19
-
-
2nd class (local first class) brick work in foundation and plinth in cement mortar 1: 4 (1 cement : 4 kanhaighat C/sand).
32.97
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-
15 mm cement plaster 1:3(1 cement:3 kanhaighat C/sand)finished with a floating coat of neat cement.
191.06
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(D) Approach road & Parking
-
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Providing laying and compacting granular base/sub base according to lines, grades and cross sections by using naturally occurring sand gravel/conforming to IRC Grading-II of M.O.S.T. specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150 mm (spread thickness) including rolling of the road surface to proper level and grades 30 cm width edging on both sides etc complete as directed by the Engineer-in-charge (without carriage charge of all materials).
162.39
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-
P/L cement concrete in foundation and plinth : - (a) 1:5:10 (1 cem :5 kanhaighat sand: 10 graded stone aggrt. 40mm nominal size).
47.86
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(c) 1:2:4 (1 cem :2 kanhaighat sand:4 graded stone aggrt.20mm n/size).
47.86
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Providing and laying 80 mm thick factory made cement concrete interlocking paver block (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 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the engineer-in -charge.
478.53
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-
Preparing sub-grade by excavating earth upto 22.5 cm deep,dressing to camber and consolidating with road roller i/c disposal of surplus earth within 50m.
384.91
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-
P/L one layer W.B.M. 7.5cm consolidated thickness using 1 cum of stone aggrt. Conforming to IRC grades per 10 sqm. Of road surface & 0.23cum of binder materials of approved quantity per 10 sqm.of road surface i/c consolidating of the same, rolling of the surface to camber superelevation & grade by using templete straight edges & spirit level in layer notexceeding 100mm to 130mm thick(sparead thickness) dry & wet rolling with 8 to 10 tonne roller i/c earth edging 30 cm width on both sides & applying binding materials as specified (without carriage charge of all materlas)(ii) I.R.C. Grade -II
28.87
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(ii) I.R.C. Grade -III
28.87
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Preparing surface by brushing with wire brushes for remianing caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc.
384.91
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-
Providing & applying evenly a priming/teck coat with bitumen (80/100)
384.91
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2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & paver finisher
384.91
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-
Premix seal coat IRc type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen per 10.00 sqm of road surface.Using Bitumen 80/100.
384.91
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-
(E ) Construction of Culvert
-
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EARTH WORK
-
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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 metres (b)Hard /dense soil.
44.22
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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.
14.74
-
-
CONCRETE WORKS
-
-
-
P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 kanhaighat sand: 10 graded stone aggrt. 40mm nominal size).
8.38
-
-
(b) 1:2:4(1 cem :2 kanhaighat C/sand:4 graded stone aggrt. 20mm nominal size).
16.54
-
-
R.C.C. WORKS
-
-
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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.)
10.48
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REINFORCEMENT WORKS
-
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Reinforcement for R.C.C.work including bending,binding and placing in position complete
-
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( b ) Tor steel bars.
1109.98
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FORM WORKS
-
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Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(Using 12 mm thick shuttering ply ) -
-
-
-
(a) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.
38.04
-
-
(d) Flat surface such as suspended floor,roof,landing & the like (i) floor etc upto 200mm in thickness.
10.98
-
-
(b)Edges of slab and breaks in floor not exceeding 1m in depth
7.2
-
-
FLOORING WORKS
-
-
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50 mm cement concrete flooring 1:2:4 (1 Cement: 2 kanhaighat coarse sand: 4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
18.3
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-
SH : FINISHING
-
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-
15 mm cement plaster 1:3(1 cement:3 kanhaighat sand)finished with a floating coat of neat cement.
31.24
-
-
(F ) Hill Cutting
-
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Earth work in excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed. (a)Hard/Dense Soil.
38483.96
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( G ) Fencing
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1.52 m high fencing with angle Iron post 2.13 m long 50x50x6mm placed every 2.44 m apart embedded in cement concrete block of mixed 1:5:10 ( 1 cem : 5 kanhaighat C/sand :10 stone aggrt. 40 mm nomina guage ) . 30.5x30.5x61 cm, corner and every 12 posts to be struted provided with 8 horizontal lines and two diagonals of GI barbed wires ( 0.124 kg / Rm) within two post filled and fixed with GI staples steel primers and steel paints i/c E/W in excavation etc. complete .
131.74
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