Department Of Atomic Energy Tender
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Department Of Atomic Energy - DAE Tender
Civil And Construction
Eprocure
Opening Date2 Sep 2024
Closing Date22 Oct 2024
Tender Amount₹ 1,38,36,000
Costs
EMD
₹ 2,76,720Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWB_823912_1Bid Award Id
ViewTender No
HWPT/Civil/Plant/06/2024Tender Authority
Department Of Atomic Energy ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Demolishing RR Masory wall in cement mortar manually/by mechanical means to required size including stacking of serviceable and disposal of unserviceable material within 500 meters lead etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
13
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Providing and fixing 10 mm dia, 100 mm long steel anchor bolts of approved quality in existing RCC band for fixing EPs including drilling and all allied works etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
1050
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Fabrication and manufacturing of solid precast RCC element with provisions of shear keys and proper lifting accessories for pedestals of specified shape and size using approved design mix concrete grade M-30 (380 Kg/M3 minimum) and 20 mm nominal size stone aggregate of approved quality, admixtures in recommended proportions, manufactured with approved methodology including cost of steel moulds, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for handling, grouting mild steel EPs to required alignment and level, erecting RCC pedestals in required locations and alignment by mechanical means etc., all complete at all levels as per drawings, specifications and as directed by the Engineer but excluding cost of reinforcement steel. (Cost of reinforcement will be paid separately).
135
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Drilling suitable holes in reinforced cement concrete beam with power driven drill machine to a depth up to 250 mm to introduce and grout rebars in position using Lokfix S anchor grout of Fosroc make excluding cost of rebar etc.., all complete as per drawings, specifications and as directed by Engineer.
6300
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Providing and laying cast - in - situ machine batched and machine mixed design mix M30 grade Cement Concrete for reinforced cement concrete works using cement content as per approved design mix (380 Kg/M3 minimum) and 20 mm nominal size stone aggregate of approved quality including shuttering and centering, pumping of concrete to site for laying if necessary, consolidating, finishing, curing, admixtures in recommended proportions, scaffolding, grouting mild steel EPs to required alignment and level etc., all complete as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel.
A. Above plinth Level
i. RCC wall
140
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Providing, laying and fixing in position Fe 500-D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks, scaffolding etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
17500
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Providing, fabricating, transporting, erecting and fixing in position structural steel members / EPs / grills using MS tubes, angles, plates, pipes, square bars, channels, beams, plates, flats, cleats of M/s.SAIL/VIZAG/TATA brand including cutting, grinding, welding, bolting, providing and applying two or more coats of chlorinated rubber paint of approved quality / shade over a coat of primer including scaffolding etc., all complete at all levels as per the drawings, specifications and as directed by the Engineer.
18500
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II. Ramp works
Earth work excavation for foundations / kerb wall / under floor in all types of soils other than soft and hard rock upto a depth not exceeding 1.50 M from original average ground level, back filling in plinth and around foundations with excavated soil in layers not exceeding 150 MM, watering, consolidating including shoring/ strutting, and disposing off surplus earth within a distance of 500 M etc., all complete as per drawings, specifications and as directed by the Engineer.
105
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Cutting bituminous portion/water bound macadam of road for ramp works including grouting voids in soling stones using cement mortar 1:4 (1 cement : 4 Coarse sand), stacking serviceable materials at civil yard, disposing un-serviceable materials to a lead of 500 mts etc., all complete as per drawings, specifications and as directed by the Engineer.
45
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Providing and laying plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) using 20 mm nominal size stone aggregate of approved quality for foundations, bottom of Plinth Beams, under floor including form work, consolidation, levelling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer.
6
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Providing and laying cast - in - situ machine batched and machine mixed design mix M30 grade Cement Concrete for reinforced cement concrete works using cement content as per approved design mix (380 Kg/M3 minimum) and 20 mm nominal size stone aggregate of approved quality including shuttering and centering, pumping of concrete to site for laying if necessary, consolidating, finishing, curing, admixtures in recommended proportions, scaffolding etc., all complete as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel.
14.1). RCC Columns
1
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Tie Beam
10
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RCC wall
8
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RCC floor
2
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Providing, laying and fixing in position Fe 500-D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks, scaffolding etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
3200
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Providing, fabricating, transporting, erecting and fixing in position structural steel members / EPs / grills using MS tubes, angles, plates, pipes, square bars, channels, beams, plates, flats, cleats of M/s.SAIL/VSP/TATA brand including cutting, grinding, welding, bolting, providing and applying two or more coats of chlorinated rubber paint of approved quality / shade over a coat of primer including scaffolding etc., all complete at all levels as per the drawings, specifications and as directed by the Engineer.
900
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Providing and laying Random Rubble Masonry with hard stones in Cement Mortar 1:6 (1 Cement: 6 Coarse sand) in sub structure, providing leveling coarse of cement concrete 1:6:12 (1 Cement: 6 Coarse Sand: 12 Graded stone aggregate 20 mm nominal size) on top most layer, curing including use of bond stones etc., all complete as per drawings, specifications and as directed by the Engineer.
1.75
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Providing and laying brick masonry in sub structure with cement mortar 1:6 (1 Cement: 6 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, scaffolding, curing etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
15
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Providing and laying brick masonry in super structure with cement mortar 1:6 (1 Cement: 6 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, scaffolding, curing etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
9
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Providing and laying 15 mm thick plaster in Cement mortar 1:6 ( 1 Cement : 6 coarse sand) on concrete/brick masonry surfaces including hacking of concrete surfaces, curing, scaffolding, providing grooves etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
90
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Providing and laying brick on edge pavement using common burnt clay bricks of class designation 7.5 around lube oil handling area laid in required pattern, filling full depth of joints with Cement mortar 1:6 (1 Cement: 6 coarse sand) and cutting of bricks as per required size/ pattern, finishing etc.., all complete at all levels as per drawings, specifications and as directed by the Engineer.
110
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Providing, hoisting and fixing precast reinforced cement concrete slab for cable trench in the proportion 1:1.5:3 (1 Cement: 1.5 coarse sand: 3graded stone aggregate 20 mm nominal size) including setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), including required centering/ shuttering, finishing with neat cement on exposed surfaces and curing but excluding cost of reinforcement all complete as per drawings, specifications and as directed by the Engineer.
0.5
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Providing and laying factory made chamfered edge 80mm thick (minimum) cement concrete paver blocks of M-35 grade (minimum) in drive ways of heavy vehicle (40 MT) of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand / 6 - 10 mm hard stone aggregates, compacting and proper embedding/laying of inter locking paver blocks into the sand / stone aggregates bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size pattern, finishing and sweeping extra sand etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
300
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller (10 MT minimum) to achieve the desired density etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
24.1). With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
100
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With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
36
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Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc., complete in all respects and as directed by the Engineer.
20
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Providing and applying two or more coats of first quality exterior acrylic emulsion of approved manufacture, colour and shade on newly plastered surfaces of walls / concrete surfaces over a coat of Exterior primer of approved manufacture to give an even shade including preparing the surface smooth, scaffolding, cleaning etc., all complete at all levels as per drawings, specifications and as directed by the Engineer
175
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Providing and laying non-pressure NP2 class (light duty) R.C.C 100 mm dia pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
20
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Taking out RCC pre-cast slab of thickness up to 75 mm from cable trenches including stacking at civil yard etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
6
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Demolishing concrete column/wall and floor manually/mechanical means including stacking of serviceable materials at store and disposing unserviceable material within a lead of 500 mts etc..,all complete as per drawings, specifications and as directed by the Engineer.
1.5
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Demolishing brick work manually / mechanical means including stacking of serviceable materials at store and disposing of unserviceable material to a lead of 500 mts etc..,all complete as per drawings, specifications and as directed by the Engineer.
2.5
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Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
12
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Taking out windows of area 3 sqm and below including stacking at civil yard etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
7
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Taking out MS gates of size 6.5 x 2.65m, 1.5 x 2.65m and above including stacking at store yard etc., all complete at all levels as per drawings, specifications and as directed by the Engineer.
20
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