Rural Development Department Tender
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Costs
EMD
₹ 8,63,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_93763_1Tender No
RDD/SD/SAHIBGANJ/08/2024-25 GR2Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
142.27
12433658
87394.8
Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter - 1200mm).
719
5869125
8162.9
Providing Steel liner 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.
45.46
4344361
95570.8
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
190.83
895832
4694.4
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
29.69
2604882
87744.9
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
30
3315
110.5
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
30.33
49901
1645.3
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
37.98
33217
874.6
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for solid slab) as per drawing and Technical Specification.
338.1
1786689
5284.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
25.87
2273461
87893.8
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
27.27
296602
10876.5
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
146.28
290746
1987.6
Drainage Spouts complete as per Drawing and Technical Specification.
24
19629
817.9
PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification.
3.85
13111
3405.64
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
11.55
101034
8747.6
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
45.15
166982
3698.4
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
45.15
12140
268.9
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
45.15
8203
181.7
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
45.15
1210
26.8
Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
33.8
1940
57.4
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
35.49
125702
3541.9
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
13.64
25105
1840.6
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Stone/Boulder)
27.28
31601
1158.4
CONSTRUCTION OF APPROACH ROAD
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
33.32
5151
154.6
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
636.03
82620
129.9
Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
82.5
4339
52.6
Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
8.75
12579
1437.6
Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
30.38
43674
1437.6
Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
28.13
47851
1701.1
Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)
187.5
15056
80.3
Tack coat on Bituminus surfaces
(Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
187.5
2362
12.6
Open graded Premix surfacing (Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.)
187.5
27825
148.4
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
(Case-II : Type B)
187.5
10143
54.1
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
54580
545.8
CONSTRUCTION OF GUARD WALL
Earth work in excavation of foundation ( Depth upto 3 m ) of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
120.96
6943
57.4
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.).
17.92
60499
3376.1
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
71.44
247082
3458.6
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
58.64
203410
3468.8
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
2.4
10003
4168.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
80
4619
57.74
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
20
2210
110.5
CARRIAGE OF MATERIALS
Cement, Barharwa 13 Km.(P) + 0 Km (K) .
769.2
408060
530.5
Steel, Barharwa 13 Km.(P) + 0 Km (K) .
248.54
131850
530.5
Sand, Amrapara 60 Km.(P) + 0 Km (K) .
873.21
880021
1007.8
Chips, Borna Pahar (Pathna) 21 Km.(P) + 0 Km (K) .
1692.33
723437
427.48
Boulder, Borna Pahar (Pathna) 21 Km.(P) + 0 Km (K) .
157.36
95273
605.45
Aggregate, Borna Pahar (Pathna) 21 Km.(P) + 0 Km (K) .
104.81
47669
454.82
Bitumen , Bokaro 275 Km.(P) + 0 Km (K) .
0.55
1631
2967.1
Add GST @ 18% of (A) :
1
6515442
6515442.47
Cost of Labour cess @ 1% of (B) :
1
427123
427123.45
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