Indian Army Tender
Take tender evaluation notes for Manipur OSCC Tender
Indian Army - OSCC Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 May 2025
Closing Date19 May 2025
Tender Amount₹ 7,00,000
Costs
EMD
₹ 21,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ARMY_706337_1Tender No
A/SAD/IGAR(S)27 SECT/66/25-26Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
GEM & Bid Advisory Services
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Documents
BOQ Items
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M/L for PCC (1:2:4) type B2 with 3% WPC
1.27
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Returning filling in incl. spreading, leveling, watering and well ramming in layers.
L=(0.10x2)+(0.345x2)+5.00 = 5.89 m
B=(0.10x2)+(0.345x2)+2.00 = 2.89 m
L=(5.89+2.89)2 = 17.56 m
Average D = (1.44+1.93)/2 = 1.685 m
2.95
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M/L BBM in CM 1:4, with sub class ‘B’ bricks
L=(5.69+2.69)2 = 16.76 m
Average D = 1.39+1.88+2 = 1.635 m
9.45
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M/L RCC (1:2:4) type B1 in baffle wall
D=1.44-0.30 = 1.14 m
D=1.44-(0.25+0.15) = 1.04 m
0.34
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M/L RCC (1:2:4) type B1 in cover slab.
1.47
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M/L for precast RCC manhole cover, set in cement sand mortar 1:4.
0.06
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Use and wastage of form to soffits of cover slab, fair finished.
Manhole
9.4
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Use and wastage of form to but sides of cover slab as above but of 20 mm dia for steps L=(5.69+2.69)2 = 16.76 m
16.76
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Use and wastage of form to but sides of baffle wall.
8.72
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M/L for reinforcement with tor bar 10 mm dia & over cut to length, bent shape reqd binding etc. complete.
5.69 + 1 = 39
0.15
2.69 + 1 = 19
0.15
136.77
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M/L reinforcement with 8 mm dia for bar in baffle wall, cut to length, bent shape reqd incl binding etc. complete.
2.00 + 1 = 14
0.15
1.14 + 1 = 09
0.15
1.04 + 1 = 08
0.15
26.75
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M/L for 20 mm dia for step incl bending to shape reqd.
10.89
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S/F PVC (SWR) vent pipe, 75 mm dia
2
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S/F PVC (SWR) vent cowl, 75 mm dia.
1
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S/F PVC (SWR) Tee 110x100x110 mm.
1
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S/F PVC (SWR) pipe single socketed in any length: 110 mm dia laid in trenches.
1.2
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M/L for plastering in CM 1:4, 20 mm thick internally with 3% WPC & floating coat.
Bottom
Sides
B/wall
B/wall
41.61
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M/L for plastering in CM 1:4, 15 mm thick internally with 3% WPC & floating coat.
L=(5.69+2.69)2 = 16.76 m.
5.02
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Supply only water proofing compound for item No 21.
8
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Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m depth for fdn & getting out in hard/dense soil.
0.9
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M/L PCC (1:4:8) type D2 in foundation using 40 mm graded aggregate.
0.23
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M/L for brick work with sub class B bricks straight on plan exc 6 m mean radius built in CM 1:6.
Wall foundation upto GL Wall above GL..
2.69
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M/L RCC (1:2:4) type B1 as in slab
0.45
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Use and wastage of formwork to slab
Bottom Sides
5.7
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M/L MS bars cut to length bend to shape etc for 6 mm to 8 mm dia 8 mm dia
Slab both ways No of bar - 1.50 = 1 = 11 Nos 0.15
27.37
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M/L MS bars cut to length bend to shape etc for 20 mm dia for steps L=3x0.15 = 0.45 m
No. of bar - 3.40 +1 = 11 0.30
12.84
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M/L 15 mm thick rendering on external surfaces of wall in CM 1:4.
20.76
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S/F vitreous china squatting pan of pattern long pan 630 mm with p traps, front or back inlet and foot rest any pattern, white but excluding flushing cistern.
3
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S/F vitrous wash basin white flat back 630x450 mm size incl pillar taps, waste bracket with 15 mm CP pillar tap
3
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S/F Bib tap chromium plated, screwed down 15 mm dia.
6
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S/F stop valve, cast copper alloy chromium plated fancy type 15 mm dia
9
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S/F brass chromium plated shower rose 125 mm incl fixing to GI pipe.
3
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S/F of soap dish, chromium plated fancy type fixed to plug.
6
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S/F 600x450 mm beveled edge mirror of selected quality mounted on brick wall and fixed to wooden plug with CP brass screws on walls.
3
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S/F sheet glass assembly consisting of 5.5 mm thick sheet 12 cm wide CP bracket guard and railing 60 cm long.
3
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S/F aluminium anodized tubular towel rail 20 mm dia 60 cm long.
6
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S/F PVC flushing cistern low level incl flush pipe, connection pipe bracket etc.
3
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S/F GI tubing medium grade with all fittings and fixed complete to walls of 15 mm dia.
38
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S/F GI tubing medium grade with all fittings and fixed complete to walls of 20 mm dia.
20
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S/F GI tubing medium grade with all fittings and fixed complete to walls of 25 mm dia.
20
-
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S/F PVC (SWR) floor trap with grating incl jointing with solvent cement 75 mm outlet dia.
6
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S/F 110 mm dia PVC (SWR) bends in any radius incl branch piece single equal or unequal.
3
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-
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S/F 110 mm dia PVC (SWR) pipe single socketed any length laid in trenches or in floor incl PCC bed 1:4:8 type D2.
25.9
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S/F 75 mm dia PVC (SWR) pipe single socketed any length laid in trenches or in floor incl PCC bed 1:4:8 type D2.
8
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S/F 75 mm dia PVC (SWR) pipe fixed to wall for vent pipes incl cone cap cowl 80 mm.
9
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S/F stack clamps made out of 50 mm x 5 mm flat iron for securing of 75 mm dia pipe to wall.
9
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S/F stop valve/ball valve, cast copper alloy, screwed down, high pressure with butterfly handle 20 mm dia.
1
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S/F stop valve/ball valve, cast copper alloy, screwed down, high pressure with butterfly handle 25 mm dia.
1
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PVC water storage tank approved quality 2000 ltr capacity hoisted and fixed in position.
1
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S/F 110 mm dia PVC (SWR) junction double, equal or unequal.
3
-
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S/F 110 mm dia PVC (SWR) branch piece equal or unequal.
3
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-
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M/L for point wiring One light point or One fan point controlled by one switch with 1.50 mm2 PVC sheathed/stranded copper conductor cable in PVC casing capping.
9
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M/L for point wiring One 3 pin socket outlet 15 Amp independent with 4.00 mm2 PVC sheathed/stranded copper conductor cable in PVC casing capping.
3
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M/L for brass batten lamp holder with back plate for batten fittings.
6
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S/F switch piano flush button singles pole one way 5 Amp
9
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S/F switch socket combination 2 in 1, 3 pin, 5 & 15 Amp, flush type universal.
3
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S&F switch fuse, iron clad or of sheet metal TP fused and neutral link 32 Amp 415 volts.
1
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S&F board distribution, iron clad or of sheet metal SP fused and neutral link 32 Amp 415 volts, 4 way.
1
-
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S&F sheet metal enclosure for DB,s when MCB to be used single pole & neutral, 4 way. 240 volts single door.
1
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-
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S&F MCB single pole 240 volts 5 to 32 Amp.
6
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S&F Isolator Triple pole & neutral, 63 Amp, 415 volt.
1
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S&F bulk head light fitting complete as specified with glass cover.
2
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S&F PVC rectangular block 25x20x5 cm depth closed recessed.
2
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S&F PVC rectangular block 20x15x5 cm depth closed recessed.
3
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M/L for house service bracket (hook type) complete with 3.00 m long GI pipe 50 mm dia medium grade, wiyh two Nos 90˚ bends, MS hook and stay. socket outlet 5 Amp independent
1
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S/F 1100v grade heavy duty cable with PVC aluminium conductor 10 mm2 PVC sheathed twin core for service connection.
100
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M/L for earthing complete with GI earth plate electrode 60x60x6 mm thick incl accessories and providing masonry enclosure with cover plate and watering pipe of 2.70 m long with charcoal/coke & salt as required.
1
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M/L for masonry earthing chamber incl earth work in excavation & PCC 1:2:4 incl 25x5 mm GI strip 5.70 m long as earthing lead etc complete.
1
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Supply and fixing of PVC Exaust fan, 200 mm Sweep, 240 volt, Copper wounded, 50 Hz with louver fins with connected assesries
1
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Earth work excavation in trenches n.exc 1.5 m width and n.exc 1.5 m depth for foundation getting out in hard/dense soil.
L=2(7.89+1.615) + (5x1.215) = 25.08
7.02
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M/L for PCC 1:4:8 type D2 40 mm graded for foundation.
1
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M/L for brick with common burnt non modular bricks class designation 7.5 in foundation & plinth, built in CM 1:6
Step – I
L=2(7.89+1.615)+5x1.315=25.58 m
2.3
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M/L for hardcore (broken bricks) of gauge n.exc 63 mm but n.exc 100 mm, deposited, spread and leveled in layers n.exc 15 cm thick, watered and rolled/rammed to true surface. Toilet Bathroom
0.68
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M/L of cement concrete type C2, 1:3:6 (40 mm graded aggregate) as in floor sub base 75 mm thick.
0.68
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M/L for cement concrete type B1 1:2:4 (20 mm graded aggregate) as in floor top base 40 mm thick with using extra cement finish. Toilet Bathroom
10.8
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M/L glazed ceramic coloured tiles 300x300 mm size in floor, set and jointed in neat cement slurry and pointed in white or coloured cement to match on 20 mm thick cement mortar with 1:4 (same as above item).
10.8
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As per above -ditto- but on vertical surfaces such as akirting, dados and risers etc. Toilet
L=2(1.50+1.90)-0.75 (Door) = 4.05
Bathroom
41.84
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S/F of plain solid straight chowkhat and frames, wrought, framed rebeted on the solid rounded or chamfered, put together with glue pinned at joints using 2nd class hard wood.
Door
L=2/22.10+0.75 = 4.95 m
Ventilator
L=2/(0.45+0.45) = 1.80 m
0.3
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M/L for plain framed panel shutters with panels of timber flat on both side using 2nd class hard wood 30 mm of 30 mm.
9.45
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M/L for glazed skeleton shutter open rebated to receive glass gauge etc without sash bar edges of framing plain chamfered or rounded using 2nd class hard wood 30 mm thick.
1.22
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M/L for sheet glass 4 mm thick ordinary quality fixing with oil putty.
1.22
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M/L for providing painting SE paint two coats over one coat of pink primer.
26.51
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S/F of aluminium anodized barrel tower bolt of extruded section and fixed of length 150 mm for door.
12
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-
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S/F of aluminium anodized barrel tower bolt of extruded section and fixed of length 100 mm for door.
12
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S/F of aluminium alloy sliding door bolt with hasp and staple (bolt type) 300 mm long.
6
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S/F MS butt hinges, heavy weight cold roll mild steel 100 mm long length.
18
-
-
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S/F MS butt hinges, heavy weight cold roll mild steel 75 mm long length.
12
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-
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S/F of aluminium handle cast type anodized of length 125 mm.
12
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S/F of aluminium handle cast type anodized of length 75 mm.
6
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M/L clean sawn 2nd class hard wood with butt joints in trusses
Size 75x75 mm
L=3(8.12+1.50) + 3(8.12+1.20) + 6x1.50 = 65.82 m
0.37
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M/L for 0.63 mm thick CGI sheet roofing with two corrugation side lap, fixed with L/J hook incl two coat of approved paint over a coat of steel primer.
W = 1.845+2x0.60 = 3.045 m
L=8.12+2x0.60 = 9.32 m
28.38
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M/L for Distempering walls with distemper oil emulsion two coats over one coat of primer on internal wall.
Ref item No 6&15.
20.39
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M/L for Distempering walls with cement paint two coat over one coat of primer on external wall.
Ref item No 5.
50.82
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PLINTH PROTECTION & DRAIN
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard and dense soil.
L = 2(8.12+2x0.90) + 2x1.845 = 23.53 m
B = 0.90 m
21.18
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M/L for hardcore (broken stone) of gauge n.exc 63 mm but n.exc 100 mm, deposited, spread and leveled in layers n.exc/rammed to true surface.
L = 2(8.12=2x0.90) + 2x1.845 = 23.53 m. B = 0.60+0.15+0.15+0.075 = 0.975 m
1.72
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M/L for cement concrete type C2 1:3:6 (40 mm graded aggregate) as in plinth protection 50 mm thick with using extra cement. B = 0.60+0.075+2x0.15+0.075+0.15 = 1.20 m
28.23
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M/L for PCC type C2 1:3:6 fair finished drain 30 cm inner girth in CM, using extra cement, incl forms, moulds etc for above items.
1.06
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Earth excavation over areas by mechanical or manual means and getting out incl disposal of excavated earth upto 50 m lift in all kind of soil.
260.52
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-
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Service Taxes If any
Service Taxes If any
Services If any
1
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