Indian Army Tender
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The OSCC has issued a formal invitation for competitive bids for the Indian Army project, for Constr Of Girls Toilet At Hand Of God Residential School Gwal Tabi, Imphal West Dist Manipur in Kamjong, Manipur, with an estimated contract value of Rs. 6,00,000. The bid opening date for this tender is 02-09-2024 and the last date for bid submission is 23-09-2024. Interested bidders for Indian Army tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 12,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ARMY_669529_1Bid Award Id
ViewTender No
A/SAD/IGAR(S)/9SECT/02/2024Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
GEM & Bid Advisory Services
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BOQ Items
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Provinding and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1 :3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 Kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Dados Toilet
(-) Door-02
10.56
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gms/ litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work
Internal : Wall & Celling
Long wall, L1
Short wall, L2
(-) D-01
34.32
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CONSRUCTION ITEMS
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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 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) RCC col footing base
Trapezoidal foot in : V=h/3x (A1+A2+(A1xA2) =0.16m3 A1=(0.25x0.25)=0.06sqm, A2=(1.20x1.20)=1.44sqm v=0.1/3x(1.50+0.29)=0.060cum Col upto PL Ground/ grade beam, GB Long wall, L1
Short wall L2
2.17
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FORM WORK : centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings RCC col above GB
13.96
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-
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
1
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Finishing walls with water proofing cement paint of required shade : New Work (Two or more coats applied @ 3.84 kg/10 Sqm)
External Wall
Wall upto slab level
Short wall
Partition
Slab projection soffit
Slab edges,
(-) Door-01
50.86
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Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shade, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg / Sq.m including pointing the joints with white cement and matching pigments etc. complete
Toilet Flooring
Toilet
Steps
6.3
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Form work centering and shuttering including strutting propping etc and removal of form for lintels beams plinth beams girders Grade beam Long wall, L1
Short wall, L2
Roof Beam Long wall L1 width = 0.20x2+0.25=0.65m Long wall L1 Short wall L2
Lential Long wall L1 width =0.15x2+0.23=0.53m Long wall L1
13.47
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Reinforced cement concrete work in beams, roofs having slope upto 15” landings, chajjas, lintels, bands above plinth level upto floor five level, excluding the cost of centering shuttering finishing and reinforced with 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III) derived from natural size derived from natural sources) Roof beam, RB Long wall, L1
Short Wall, L2
Lintel , LB Long wall, L1
Slab 125mm thick
2.26
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Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the walls etc 20.mm nominal dia Pipes
11
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Reinforced cement concrete work in columns above plinth level upto floor five level, excluding cost of centering shuttering finishing and reinforced : 1:1.5:2 (1 cement : 1.5 coarse sand (zone -III) derived from natural size derived from natural sources)
0.75
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Providing and fixing factory made single extruded 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+- 0.2mm) with inbuilt edging on both sides. (For W.C. and bathroom door shutter).
Door Shutter
3
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Providing and laying domp-proof course 40 mm thick with coement concrete 1:2:4 (1 Cement : 2 Coarse sand (zone III) derived form natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources.
Long wall, L1
Short wall, L2
(-) d-01
1.89
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Providing and fixing wash basin with C.I brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the wallsm wherever require all complete set : White Vitreous China Wash basing size 630 x 450 mm with a single 15 mm C.P brass pillar tap
1
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Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
2
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – all work upto to plinth level 1:4:8 (1 cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40mm nominal size derived from natural sources) PCC Col footing PCC under ground beam Long wall L1
Short wall L2
0.76
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FORM WORK : centering and shuttering including strutting propping etc. and removal of form for edge and slabs RCC col above GB
15.43
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine sand)
External Wall
Wall upto slab level
Short wall
Partition
Slab projection soffit
Slab edges,
(-) Door-01
34.32
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (Zone III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived form natural sources)
Flooring
Toilet
0.36
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Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor V level. Cement mortar 1 : 4 (1 Cement : 4 Coarse)
Bk Wall Partation above P.L
Short wall, S2
Short wall, S3
(-) D-01
27.21
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M/L earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 mtr in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge: All kind of soil.
15
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FORM WORK : centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings RCC col above GB
28.8
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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 upto to 50m and lift upto 1.5m Excavated earth of fdn (ditto as item No 2) PCC footing (ditto as item No 03) Ref item No 04 RCC footing & col upto G.L RCC footing base RCC footing trapezoidal Ref items No 04 grade beam Filling in plinth for preparation of flooring Toilet
4.91
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Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with all fittings and fixtures complete, including cutting and making good the wall and floors wherever required : White Vitreous china Orissa pattern W.C pan of size 580x 440mm with integral type foot rests
2
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore
1
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Providing and fixing aluminium handles, ISI marked, anodized (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 : 125 mm
4
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FORM WORK : centering and shuttering including strutting propping etc and removal of form for foundations, footings bases of columns etc for mass concrete RCC col utpo G.B
10.8
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Providing and fixing factory-made uPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance+- 1mm), with wall thickness 2.0mm (+- 0.2mm) corners of the door
Frame to be jointed with galvanized brackets and stainless-steel screws, joints mitred and Plastic Welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (+- 0.1 mm) wall thickness and 3 Nos. Stainless Steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-Charge. Extruded section profice size 48x 80mm
02x Door frame, L=5.00m
10
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 25 mm nominal dia Pipes
Connecting to over head PVC Water
8
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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)
Bk Wall upto P.L
Long wall, L1
Short wall, L2
Step
1.26
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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 including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. all kind of soil.
6.91
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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.
300ltrs capacity
300
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