Rural Development Department Tender
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Costs
EMD
₹ 8,87,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_97072_1Bid Award Id
ViewTender No
RDD/SD/SAHIBGANJ /07/3rd call/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
77.83
87394
6801762.49
... More
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).
383
8162
3126390.7
... More
Providing Steel liner 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.
21.31
95570
2036422.61
... 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)
192.35
4694
902967.84
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
28.2
87744
2474230.69
... 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.
64
110
7072
... 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.
79.89
1645
131443.02
... 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
241920
-
195955.2
... More
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
145.02
874
126834.49
... 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)
234
5495
1286040.6
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
34.51
87893
3033127.14
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
32.67
10876
355335.26
... 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.
130.24
1987
258865.02
... More
Drainage Spouts complete as per Drawing and Technical Specification.
24
817
19629.6
... More
PCC M15 Grade (using batching plant & concrete pump) levelling 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.)
33.8
10290
347802
... 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.)
67.98
57
3902.05
... More
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
71.38
3541
252820.82
... More
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
55.17
1840
101545.9
... 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)
110.34
1158
127817.86
... 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.)
49
154
7575.4
... 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)
8687.29
129
1128478.97
... 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.)
657
52
34558.2
... 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.
109.5
1437
157417.2
... More
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.
177.39
1437
255015.86
... 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.
164.25
1701
279405.68
... 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)
1095
80
87928.5
... More
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).
1095
12
13797
... 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.)
1095
148
162498
... More
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)
1095
54
59239.5
... 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 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.
657.9
57
37763.46
... 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.)
43.2
3376
145847.52
... More
Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
196.35
4378
859679.21
... More
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
96
4630
444566.4
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
13.15
87394
1148892.04
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
21.16
87744
1856769.83
... 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.
120
110
13260
... 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.
540
57
30996
... 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.).
90
3376
303849
... More
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
320
3458
1106752
... More
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
348.75
3468
1209744
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
12
4168
50018.4
... More
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
450
57
25983
... 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.
100
110
11050
... More
CONSTRUCTION OF RCC SLAB CULVERT
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.
116.29
57
6675.05
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
2.02
567
1146.96
... 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.)
16.04
3376
54152.64
... More
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
69.26
3458
239542.64
... More
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
108.71
3468
377093.25
... More
Furnishing and Placing Reinforced/Prestressed cement concrete (RCC Grade M20 using batching plant, transit mixer & concrete pump) in substructure as per drawing and Technical Specification
4.43
4208
18645.43
... More
Finishing and Placing Reinforced/Prestress cement Concrete in super-structure as per drawing and Technical Specification
RCC Grade M30 using Batching Plant, Transit Mixer and Concrete Pump
8.01
5073
40635.53
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
1.04
87893
91145.87
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
15
26
402
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
153.7
57
8874.64
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Sandy Material
20.88
874
18261.65
... 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.
56
110
6188
... More
DISMANTLING WORK
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts of 1000 metres)
Reinforced Cement Concrete Grade M-20 & above
21.65
887
19203.55
... More
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts of 1000 metres)
Dismantling Brick/ Tile work/ rubble masonry/pitching/ etc. (By Mechanical Means)
160.38
286
45916.79
... More
CARRIAGE OF MATERIALS
Cement, Barharwa 32 Km.(P) + 0 Km (K) .
833.09
707
589163.37
... More
Steel, Barharwa 32 Km.(P) + 0 Km (K) .
202.77
707
143401.77
... More
Sand, Amrapara 57 Km.(P) + 2 Km (K) .
1100.39
1031
1134858.34
... More
Chips, Borna Pahar (Pathna) 24 Km.(P) + 2 Km (K) .
1828.83
540
988080.27
... More
Boulder, Borna Pahar (Pathna) 24 Km.(P) + 2 Km (K) .
957.06
723
692136.22
... More
Aggregate, Borna Pahar (Pathna) 24 Km.(P) + 2 Km (K) .
534.19
577
308490.83
... More
Bitumen , Bokaro 278 Km.(P) + 0 Km (K) .
3.22
2995
9643.9
... More
Add GST @ 18% of (A) :
1
6698349
6698349.4
... More
Cost of Labour cess @ 1% of (B) :
1
439114
439114.02
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