Rural Development Department Tender
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Costs
EMD
₹ 4,20,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_97503_1Tender No
RE-RDD/SD/HZB/25/01/24-25(2ND CALL)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
336.34
4438
1492777.82
... More
Filling Annular Space Around Footing in Rock. (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.)
113.45
3376
383018.55
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
16.63
87394
1453288.13
... More
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)
96.36
4694
452352.38
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
37.84
87744
3320354.76
... More
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.
92
110
10166
... More
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.
135.95
1645
223678.53
... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
161280
-
130636.8
... More
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
301.07
874
263315.82
... More
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
156
5495
857360.4
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
23.01
87893
2022084.76
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
21.78
10876
236890.17
... More
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.
91.52
1987
181905.15
... More
Drainage Spouts complete as per Drawing and Technical Specification.
16
817
13086.4
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
3405
17879.61
... More
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
8747
137774.7
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
10290
260851.5
... More
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.)
46.43
57
2665.08
... More
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
69.65
3541
246693.34
... More
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
25.73
1840
47358.64
... More
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)
51.47
1158
59622.85
... More
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.)
50.96
154
7878.42
... More
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)
2534.57
129
329240.64
... More
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.)
261
52
13728.6
... More
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.
43.5
1437
62535.6
... More
Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I
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.
70.47
1437
101307.67
... More
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.
65.25
1701
110996.78
... More
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)
435
80
34930.5
... More
Tack coat on Bituminus surfaces
(Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
435
12
5481
... More
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.)
782.7
148
116152.68
... More
Seal Coat (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)
782.7
54
42344.07
... More
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
545
54580
... More
CONSTRUCTION OF RCC RETAINING 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.
389.5
57
22357.3
... More
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.)
28.5
3376
96218.85
... More
Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
108
4378
472856.4
... More
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
56.88
4630
263405.59
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.95
87394
432691.65
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
7.28
87744
638431.89
... More
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.
75
110
8287.5
... More
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.
156.94
57
9008.36
... More
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.).
23.25
3376
78494.33
... More
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
94.19
3458
325765.53
... More
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
87.19
3468
302444.67
... More
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
3
4168
12504.6
... More
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
112.5
57
6495.75
... More
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.
25
110
2762.5
... More
CARRIAGE OF MATERIALS
Cement, Koderma 56 Km.(P) + 0 Km (K) .
421.93
930
392563.67
... More
Steel, Patratu 125 Km.(P) + 0 Km (K) .
93.78
1572
147426.82
... More
Sand, Barakar River 29 Km.(P) + 0 Km (K) .
546.16
546
298487.36
... More
Chips, Dhap 35 Km.(P) + 0 Km (K) .
1157.07
635
735665.11
... More
Boulder, Dhap 35 Km.(P) + 0 Km (K) .
232.85
822
191609.94
... More
Aggregate, Dhap 35 Km.(P) + 0 Km (K) .
248.2
681
169117.74
... More
Bitumen , Bokaro 155 Km.(P) + 0 Km (K) .
2.06
1851
3813.27
... More
Goods & Services Tax (G.S.T.) - 18%
17653771.64
-
3177678.9
... More
Labour Cess - 1%
20831450.54
-
208314.51
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