Department Of Hydro Power Development Tender
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Department Of Hydro Power Development Tender
Civil And Construction
Construction Material
Eprocure
Opening Date25 Aug 2023
Closing Date18 Sep 2023
Tender Amount₹ 90,31,656
Costs
EMD
₹ 90,317Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPDAP_1375_1Bid Award Id
ViewTender No
AHPD/HPD/W-10/2023-24/428-32 DATED.24/08/2023Tender Authority
Department Of Hydro Power Development ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
Earth work inexcavation in foundation trenches not exceeding 1.5m in width or 10 sqm on plan or drains not exceeding 1.5m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
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(a) Hard Soil
338.58
-
-
(b) Ordinary Rock
270.86
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(c) Hard Rock requiring blasting
67.72
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-
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
-
-
-
a) Foundations and plinth
8.96
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-
Centring and shuttering including strutting propping etc. and removal of form work for,
-
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-
a) Foundation, footings, bases of columns etc. and mass concrete.
575
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-
d) Lintels, beams, girders, bressumers and cantilevers etc.
67.32
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-
e) Column, pillars, posts and struts etc.
35.2
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-
Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in foundation and plinth.
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a) Foundations and plinth
62.68
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-
b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
27.11
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-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
14.4
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-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
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a) M20 (1 cement : 1.3 coarse sand : 3 stone aggregate 20 mm nominal size).
114.7
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-
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
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-
a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
7.4
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-
Brick work with best available local bricks 75 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand).
185.25
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-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposedsurface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
-
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-
a) M20 (1 cement : 1.5 corase sand :3 stone aggregate 20 mm nominal size)
17.93
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-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
-
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-
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
11.23
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Reinforcement of RCC work including bending, binding and placing in position complete.
-
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-
b) Tar/TMT steel
9.47
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Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
0.53
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Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
2.44
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Welding by Electric plant
24433.74
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-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
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a) 38mm thick best available local wood class - B I
7.56
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-
Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
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b) 0.63 mm thick GI sheet
118.36
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Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
-
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b) 0.63 mm thick GI sheet
32
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-
Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of the top cover and spring.
12
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-
Providing and fixing 27.5 cm long wire spring grade No. 2 for rolling shutters.
2
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-
Providing and fixing top cover for rolling shutters.
6
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-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
401.86
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-
Neat cement punning.
90.64
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-
Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in shelves including finishing and plastering with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surfaces to give a smooth and even surface including shuttering etc but excluding cost of reinforcement with ( M20)1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone shingle 12.50 mm nominal size).
0.9
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-
Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
1
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-
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
52.47
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-
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
56
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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 aggregate 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 aggregate 20 mm nominal size) neatly finished complete as per standard design.
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a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
4
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-
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings 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.
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a) Long Pan patten WC Pan
1
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Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
-
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a) 250 x 130 x 30 mm
1
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-
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
-
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a) 100 mm dia
5
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-
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade.
201.24
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-
Applying priming coat of a mixture of red lead raw linseed oil and turpentine oil in the ratio of 2.80 Kg : 1 Litre : 1 Litre on steel work complete.
274.45
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-
Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
73.48
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-
Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth.
68.01
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-
Providing and supplying, of GP II as per the direction of eng-in-charge.
100
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-
Anchor Block and Saddle Block
-
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Earth work in excavation in foundation and trenches in soils containing 50% or more shingle or small size boulders upto 30 cm size, lift upto1.50 m 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 layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as
directed within a lead of 50 m.
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a) Hard Soil
94.55
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-
b) Ordinary Rock
94.55
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-
c) Hard Rock requireing blasting
126.06
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including
ramming and watering etc. complete.
5.7
-
-
Providing and laying cement concrete1:3:6 (1 cement : 3 coarses and : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
-
-
-
a) Foundations and plinth
8.25
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring,
shuttering and reinforcement in :
-
-
-
a) M20 (1 cement : 1.5 coarse sand : 3
stone aggregate 20 mm nominal size).
63.6
-
-
Reinforcement of RCC work including bending, binding and placing in position
complete.
-
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-
a) Tar/TMT steel
2.22
-
-
Centring and shuttering including strutting,
propping etc and removal of form work for
178.64
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-
Saddle block support, Expansion joint and other steel works.
15
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-
RRM Wall
-
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-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
-
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-
a) Foundations and plinth
4.8
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-
Centring and shuttering including strutting, propping etc and removal of form work for :
-
-
-
a) Foundation, footings, bases of columns etc. and mass concrete.
6.32
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-
Random rubble masonary with hard stone in foundation and plinth in cement mortar 1:6 including levelling up with C.C. 1:6:12 (1Cement : 6 Coarse Sand : 12 Stone aggregate 20mm nominal size) upto plinth level.
78
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-
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