Indian Army Tender
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Indian Army - OSCC Tender
Civil And Construction
Eprocure
Opening Date19 Dec 2018
Closing Date19 Jan 2019
Tender Amount₹ 2,99,999
Costs
EMD
₹ 6,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_IHQ_420772_1Bid Award Id
ViewTender No
653/OP SAM/PRI/2018-19Tender Authority
Indian Army ViewPurchaser Address
-Website
http://https://www.indianarmy.nic.in/home
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Documents
BOQ Items
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centering an shuttering for Independent piers, columns & pillars upto floor two level :- (i) Columns - 1x4x0.30x0.30x3.40
1.22
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Refilling excavated earth in foundation and plinth etc. In layer including ramming and watering etc :- (i) Columns & Walls qty same as S No 1
(ii) Toilet - 1x2.00x1.50x0.60
9.42
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Centering an shuttering i/c strutting propping etc and removal of form work for columns, pillars and piers :- (i) Columns - 1x4x4x0.30x3.40
(ii) Wall - 2x2x1.7x2.40
(iii) Wall - 2x2x1.225x2.40
44.69
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating of neat cement of 40 mm thick (1x1.5x2.00)
3
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Steel work in single section i/c cutting hoisting, fixing in position & applying & priming coat of red lead paint for in flats upto 10 mm in thickness :- (i) Flat - 1x4x0.90 3.600 mtr
(ii) L-Clamp - 1x4x0.30 1.200 mtr ------------- 4.800x2.40 Kg/mtr
11.52
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MS round holding down bolts with nuts and washer plates etc complete :- (i) 150x12 mm - 1x30.00x0.18 5.40 kg
0.05
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Best available local wood (class B II) for frames of false ceiling, partition & trusses etc sawn & put up in position :- (i) Tie - 1x3x3.5 10.50 mtr
(ii) Rafter - 3x2.75 8.25 mtr
(iii) Strut - 1x3x0.80 2.40 mtr ---------------- 21.15 mtr 21.15 mtrx0.075x0.125 = 0.198 Cum
19.8
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Best available local wood (class B II) for , frame of doors, windows clear story windows & other frames, wrought framed & fixed in position (0.100x0.075) :- (i) Door frame - 1x2x2.00 4.00 mtr
(ii) Door frame - 1x2x1.20 2.40 mtr
(iii) Window frame - 1x2x0.90 1.80 mtr ------------ 8.20 mtr 8.20 mtr x0.100x0.075 = 0.0615 Cum
6.2
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Fixing 44 mm thick best available local wood class B-I (19 mm batten and 25 mm bracing) battened and braced doors and windows shutters including providing & fixing necessary bright finished or black enameled T-hinges, butt hinges, sliding door bolts, tower bolts and handles with necessary bolts, nuts and screws complete :- (i) Door - 1x0.80x2.00 (ii) Vent - 1x2x0.90x0.45
2.41
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Fixing MS sliding door bolts, bright finished or / & black enameled with nuts and screws etc complete (250x16mm) - 1x2
2
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Fixing MS Tower bolts (Barrel type) with necessary screw etc complete (150x10mm) - 1x2
2
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Fixing M Handles with necessary screw complete (100mm) - 1x2
2
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Masonry with pre cast cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm) blocks in cement mortar 1:6 (1 cement : 6 fine sand) in foundation and plinth :- (i) Out side wall - 2.00+2.00+1.3+1.3=6.6 (1x6.6x3.0)
(ii) Deduction (aa) Door - 1x0.80x2.00 (ab) Vent - 1x0.90x0.45 17.80x0.20
3.56
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12 mm cement plaster 1:3 (1 cement : 3 fine sand) same as measured on it S No 16
17.8
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Corrugated GI Sheet, roofing fixed with galvanized iron ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia with bitumen and GI limpet washer or with GI limpet washer filled with white lead complete excluding the coat of purline, rafters and trusses (0.63 mm thick GI sheet) :- (i) 1x2.2x2.7
8.64
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Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shad on new work including priming coat of whiting to give an even shade (same as measured on it S No 17)
17.8
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Appling priming coat with ready primer of approved brand and manufacture on steel work (same as measured on it S No 18)
8.64
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Painting two or more coat (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade (same as measured on it S No 20)
8.64
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Fixing white vitreous china water closet squatting pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 ltr high level CI flushing cistern (of approved make) with fitting RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required (Orissa Pattern WC Pan) 1x1
1
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Constructing brick masonry manhole with 2nd class bricks in cement mortar 1:5 (1 cement : 5 fine sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone single 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size) neatly finished complete as per standard design (Size of manhole – inside 90x80 cm and 45 cm deep including CI cover with frame (light duty( 455x610mm internal dimensions total weight of cover and frame to be not less than 38 kg (Cover 23 Kg and frame 15 Kg) 1x1
1
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Laying cement concrete 1:5:10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all round SW pipe including bed concrete 15 cm thick as per standard design (100mm dia SW pipes) 1x10.00
10
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Laying and jointing glazed stone ware pipe grade ‘A’ with stiff mixture of cement mortar in proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc (100 mm dia SW pipes) 1x10.00
10
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Fixing GI pipes complete with GI fittings including trending and refilling etc (external work) -20mm nominal bore (1x10.00)
10
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Fixing brass stop cock of approved quality (20 mm) 1x2
2
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Fixing PVC connection pipe with brass union (15 mm nominal bore) 1x2
2
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Fixing sand cast iron/cast iron (spun) soil, waste and vent pipes (50 mm dia) 1x3.60
3.6
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Fixing sand cast iron single equal plain junction of required degree (100x100x100 mm) 1x2
2
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders uptp 30cm size, lift upto 1.50m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layer when required, into plinth, sides of foundation etc. Septic Tank – 1x2.4x2x1.35
6.48
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Laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering an shuttering for foundation and plinth :- (i) Septic Tank - 1x2.4x2x0.15
(ii) Long Wall - 2x2.4x0.20x0.80
(iii) Short Wall - 2x2x0.20x0.80
(iv) Partition Wall - 1x2x0.10x1.20
2.37
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Masonry with pre cast cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) blocks in cement mortar 1:6 (1 cement : 6 fine sand ) in foundation and plinth (1x3.14x1.90x(0.60)x(0.55)
1.96
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Reinforced cement concrete in suspended floors, roofs, landing and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cment : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering an shuttering and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm) :- (i) Septic Tank - 1x3x2.4x0.1
(ii) RCC super for pipe - 1x1.20x0.15x0.60
0.73
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12 mm cement plaster 1:3 (1 cement : 3 fine sand) :- (i) Long Wall - 2x2.80x1.20
(ii) Short Wall - 2x2.60x1.20
(i) Partition Wall - 1x2.60x1.05
15.69
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Reinforcement of RCC work including bending, binding and placing in position complete (Cold twisted bars) – Septic tank :- (i) 12mm dia 150 C/C = 12x3.6x0.89
(ii) 10mm dia 150 C/C = 26x2.4x0.62
(iii) 3.14+2.355+1.57+0.785= 7.85x0.39
80.2
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Fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors (100 mm inlet and 75 mm outlet)
2
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Fixing sand cast iron heel rest sanitary bend (50 mm dia)
1
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