Indian Army Tender
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Indian Army - OSCC Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date21 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 16,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ARMY_677270_1Bid Award Id
ViewTender No
A/SAD/IGAR(N)/25SECT/53/24-25Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
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Documents
BOQ Items
Providing and laying in position 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
1.27
-
10
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. L = 0.10x2+0.345 x2+5.00 = 5.89 mtr, B = 0.10x2+ 0.345x2+2.00 = 2.89 mtr, L = (5.89+2.89)x2 = 17.56 mtr, Average D = (1.39+1.44) /2 = 1.685 mtr
2.95
-
10
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth with cement mortar 1:4 L = ( 5.69+2.69)x2 = 16.76 mtr Average depth = ( 1.39 + 1.88 )/ 2 = 1.635 mtr
9.45
-
10
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 up to floor five level, excluding cost of centering, shuttering, finishing and
reinforcement : D = 1.44-0.30 = 1.14 mtr D = 1.44-(0.25+0.15) = 1.04mtr
0.34
-
10
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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.47
-
10
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but ,excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). cum 9673.50
0.06
-
10
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.69/0.15+1 = 39 Nos 2.69/0.15+1 = 14 Nos 1.14/0.15+1 = 9 Nos 1.040/0.15+1 = 8 Nos
174.43
-
10
Centering and shuttering incl strutting, propping etc. And removal of form for suspended floors, roofs etc.
9.4
-
10
ditto- but sides of baffle wall
8.72
-
10
ditto- to sides of cover slab.
16.76
-
10
MS/F PVC (SWR) vent pipe, 75 mm dia
2
-
10
S/F PVC (SWR) vent cowl, 75 mm dia
1
-
10
S/F PVC (SWR) Tee 110x100x110 mm
1
-
10
S/F PVC (SWR) pipe single socketed in any length 100 mm dia laid in trenches
10
-
10
M/L for plastering in CM 1:3 , 20 mm thick internally with floating coat of neat cement.
41.52
-
10
M/L for plastering in CM 1:4, 15 mm thick internally with floating coat of neat cement L = (5.69+2.69)x2 = 16.76 mtr
5.02
-
10
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
0.22
-
10
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). In stringers, treads, landings etc. of stair cases, including.
0.32
-
10
Post Liron 65x65x6mm L=2 70+0.60=3.30
76.56
-
10
Horizontal and Triangular L iron 45x45x6 mm, Horizontal L= 1.50x4+1.5x4x2+1.5x(4+3)= 28.5 Triangular L=1.75x4+1.75x4+1.75x4=21
198
-
10
MS Plate gusset plate 6 mm thick
25.43
-
10
Ditto but in grattings frames, guard bar, ladder, railing brakcets, gates and simillar works
105.98
-
10
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 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
1
-
10
Post L Iron 65x65x6mm W=0.065x4+0.006x2=0.272mtr
2.94
-
10
Horizontal and triangular L iron 65x65x6mm L=28.5+21=49.5 w=0.045x4+0.006x2=0.192mtr
9.5
-
10
MS plate gusset plate 6mm thick
1.08
-
10
MS plate 6mm thick in top of staging
4.5
-
10
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 in all kinds of soil Wall fdn L = 2(3.60+2.20) =11.60 m For coln footings No. of coln = 04 Nos
3.73
-
10
Providing and laying in position plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering, all work up to plinth level.
0.62
-
10
Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
0.78
-
10
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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Lintel L= 2x(3.60+2.20) = 11.60 m
Chajja L = 0.45, B = 1.00+0.10x2 = 1.20 Th = (0.08+0.05)/2 = 0.065 m
0.27
-
10
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
4.48
-
10
ditto all as per item No 05 above but for Lintels, beams, plinth beams, girders, bressumers and cantilevers
8.86
-
10
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)
2.13
-
10
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement :4 coarse sand).
27.6
-
10
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Colmn Plinth Beam L= 11.60 +6x0.30 = 13.40m Lintel beam & Roof beam L= 11.60 + 5x0.30 =13.10 m
No of bars = 0.95/0.15+1 = 7
For colmn No of bars = 0.95/0.15 + 1 = 7 Nos
L = 4x0.20 + 18x0.008 = 0.94
Plinth beam
No of bars = 13.40/0.15+1 = 91
L = 2 (0.25-0.025x2)+(0.15 - 0.025 x 2) x 2 + 18 x 0.008 = 0.744 m
for lintel & roof beam
No of bars = 13.10/0.15+1 =89
L = (0.15 - 0.025) x 2 + (0.125 - 0.025 x 2) x 2 = 0.494M
Main bars for chajja = 0.90/0.15+1 = 7
L = 0.45 + 0.15 x2 = 0.70M
Distr bars = 0.45/0.15+1= 4 L = 0.90M
182.75
-
10
Steel work in built up tubular truses, purlines etc incl cutting, hoisting, fixing in positing and applying in a cast of primer including welding and bolted etc complete.
253.38
-
10
Providing and fixing holding down bolt 16mm dia, and 12 mm dia fixing bolt 16 mm dia.
11.36
-
10
15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand)
Ext surface (below plinth level) 0.45M high (230 mm th wall)
L = 2(3.83+2.43) = 12.52m
above plinth bands
For wall L= 2(3.37 +1.87) = 10.48 m
Deduction
Door D Window W
61.31
-
10
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
7.25
-
10
M&L PCC 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) for sub base
0.47
-
10
M&L PCC 1:2:4 (1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size)
1.59
-
10
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
7.51
-
10
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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.
20.92
-
10
Providing and fixing precoated galvanised steel sheet roofing Ridges plain (500 - 600mm) 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete
4.8
-
10
Providing and fixing wind ties of 40x 6 mm flat iron section
9.6
-
10
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 Main door L=2x2.0+0.90=4.90
86.24
-
10
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size
86.4
-
10
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
6.83
-
10
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete, size 150 x 10 mm
8
-
10
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete size 300x16 mm
4
-
10
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating notless than grade AC 10 as per IS : 1868) transparent or dyed to required colour orshade, with necessary screws etc. complete 125 mm
8
-
10
Applying two or more coats of synthetic enamel paint of approved brand and manufacture to give an even shade on wooden/ steel surfaces
32.78
-
10
Applying two or more coats of colour washing with a base coat of white washing with lime to give an even shade on new walls
Ext surface (below plinth level) 0.45M high (230M th wall)
L = 2(3.83+2.43) = 12.52M
60.23
-
10
Providing and fixing white vitreous china water closet squatting pan (Indian type)Orissa pattern W.C. pan of size 580x440 mm
2
-
10
Providing and fixing 100mm sand cast iron grating for gully trap.
2
-
10
Providing and fixing 600x450mm bevelled edge mirror of superior glass complete with 6mm thick hard board ground fixed to wooden cleats with CP brass scews and washers complete.
2
-
10
Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush) capacity-white
2
-
10
Providing and fixing PTMT waste coupling for wash basin of approved quality.
1
-
10
Providing and fixing Cp brass long body 15mm dia bib cock of approved quality and weighing not less than 690 gms
3
-
10
Providing and fixing PTMT soap dish holder having length of 138mm , breadth 102mm ,hieght of 75mm with concealed fitting arrangements , weighting not less than 106gms
3
-
10
Providing and fixing 25mm dia GI pipes complete with GI fitting incl trenching and refilling etc.
46
-
10
Providing and fixing 15mm dia GI pipes complete with GI fitting incl trenching and refilling etc.
30
-
10
Providing and fixing 25mm dia GI union in GI pipe incl cutting and threadind the pipe and making long screws etc . complete.
3
-
10
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 support for tank.
1000
-
10
Providing and fixing 25mm dia PTMT extension nipple for water tank pipe , fitting of approved quality
3
-
10
Providing and fixing 25mm dia gun metal gate valve with CI wheel of approved quality
2
-
10
Providing and fixing 25mm dia ball valve (brass) of approved quality , high or low pressure with plastic floats complete.
2
-
10
S/F for point wiring for light point/fan point /exhoust fan point/call bell point with 1.5Sqmm FR PVC insulated copper conductor single core cable in surface /recessed PVC caping & casing with piano type switch phenolic laminated sheet siutable size MS box and earthing point with 1.5 Sqmm FR PVCinsulated copper conductor single core cable etc as reqd.
light point: tube=04, holder=04, Exh/fan=04, 5 Amp socket=04
1600
-
10
Instasllation, testing and commisioning of prewired flourscent fitting/compact flouroscent fitting of all types, complete with all accessories and tube etc directly on ceiling/wall, including connection with 1.5Sqmm FR PVC insulated copper conductor, single core cable and earthing etc as required
4
-
10
Installation, testing and commissioning of ceiling fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sqmm FR PVC insulated copper conductor single core cable, including providing and fixing laminated sheet cover on the fan box and carriage of ceiling fan from store to site etc as reqd.
4
-
10
Supplying and fixing 3 pin 5/6 A socket oulet on the existing switch box/ cover including connections etc as reqd
6
-
10
Supplying and fixing 5/6 A switch on the existing switch box/ cover including connections etc as reqd
9
-
10
SS/F of 3 pin, 5 Amp ceiling rose on the existing junction box incl connection etc as reqd
4
-
10
S/F brass batten/angle holder incl connection etc as reqd
8
-
10
S/F SP MCB 5 to 32 Amp rating, 240/415 volts, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DP complete with connections, testing and commissioning etc as reqd.
4
-
10
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