Indian Army Tender

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

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

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

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)

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

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

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

FORM WORK : centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings RCC col above GB

FORM WORK : centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings RCC col above GB

FORM WORK : centering and shuttering including strutting propping etc. and removal of form for edge and slabs RCC col above GB

Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete. Thermo-mechanically treated bars of grade Fe-500D or more RCC Footing bar No of bars 12 Nos Cutting length, 1.30m RCC Col Cutting length 5.25m No of tie bar 27 Nos (say) Cutting length stirrups, 0.99m Grade beam Long wall, L1=4.65m Short wall L2 Roof beams Long wall L1 = 4.65 Stirrups for RB L=0.89m L1 Beam, No of stirrups = 22 Nos 02 x L1 Beams = 44 Nos L2 Beam, No of stirrups = 9 Nos 02 x L2 Beam = 18 Nos Stirrups for GB L1 Beam, No of stirrups = 22 Nos 02 x L1 Beams = 44 Nos L2 Beam, No of stirrups = 9 Nos 03 x L2 Beam = 27 Nos Total stirrups of Ground Beam = 267 Nos Lential Long wall Stirrups for Lential L1 Beam, No of stirrups = 22 Nos For 02 x lential =44 Nos Steel reinforcement for slab No of Main Bar = 40 Nos No of Distr Bar = 24 Nos Cutting of Extra bar, Ly=1.38m Cutting of Extra bar, Lx= 0.90m Length of placement, Ly=1.59 No of Extra bar, Lx= 11 Nos each side For both sides = 22Nos Length of placement, Ly = 0.60m No of Extra bar, Ly= 05 Nos For both sides = 10 Nos

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

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

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

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

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

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

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

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

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

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

Providing and fixing aluminum tower bolts, 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 : 100 x 10mm

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

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

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

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

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

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

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

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore

Construction of Septic tank of 20 user with full brick wall inside dimension (2.30 x 1.10) Sqm & 2.00 m depth incl 15 mm thick plaster mix of 1 : 4 with net coat cement and bottom slab of 150mm PCC of mix 1:3:6 & top RCC slab of 100 mm thick. P/F of PVC pipes sewage pipes of 110 mm diameter upto 10 m & 75 mm dia gas pipe of 2m height all complete.