Rural Development Department Tender
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Costs
EMD
₹ 4,94,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_98815_1Tender No
RDD/SD/BOKARO/41/24-25/GR03/RETender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://www.jharkhand.gov.in/PDepartmentdepartment
GEM & Bid Advisory Services
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BOQ Items
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i) Ordinary rock (not requiring blasting)
383.54
318
122272.55
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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.)
20.36
3376
68737.4
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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
394.94
4438
1752862.2
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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.)
105.2
3376
355165.72
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
20.26
87394
1770531.25
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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)
150.79
4694
707868.58
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
41.52
87744
3643255.99
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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.
112
110
12376
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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.
158.52
1645
260812.96
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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
101455.2
-
82178.71
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
340.49
874
297792.55
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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)
122.4
5495
672698.16
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
19.76
87893
1736605.7
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
19.25
10876
209372.63
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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.
82.52
1987
164016.75
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Drainage Spouts complete as per Drawing and Technical Specification.
16
817
13086.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
3405
17879.61
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
8747
137774.7
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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
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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.)
55.98
57
3213.25
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Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
83.97
3541
297413.34
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Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
37.41
1840
68856.85
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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)
74.82
1158
86671.49
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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.)
58.8
154
9090.48
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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)
4484.42
129
582526.16
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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.)
393.75
52
20711.25
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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.
65.63
1437
94349.69
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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.
114.19
1437
164159.54
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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.
106.31
1701
180843.94
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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)
656.25
80
52696.88
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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).
656.25
12
8268.75
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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.)
656.25
148
97387.5
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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)
656.25
54
35503.13
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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
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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.
481.06
57
27612.84
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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.)
31.31
3376
105705.69
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Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
134.38
4378
588355.95
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Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
65.63
4630
303925.97
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
8.44
87394
737699.51
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
9.76
87744
856565.71
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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
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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.
207.84
57
11930.02
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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.).
34.64
3376
116948.1
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
121.2
3458
419182.32
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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
117.28
3468
406820.86
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Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
4.8
4168
20007.36
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Pointing with cement mortar (1:3) on stone work as per Technical specifications.
160
57
9238.4
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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.
40
110
4420
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DISMANTLING AND DIVERSION
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 scaffoling 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
20.1
887
17828.7
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Dismantling Brick/ Tile work/ rubble masonary/pitching etc. (By Mechanical Means)
250.64
286
71758.23
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
202.5
234
47385
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Dismantling of cement concerete pavement
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designatd locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials sperately
11.25
442
4979.25
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Clearing and Grubbing the road land,(Cleaning and grubbing the road land including uprooting rank) vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of servicerable materials to be used or auctioned upto a lead of 1000mts., including removal and disposal of organic soil not exceeding 150mm in thickness all complete job as per Drawing & Technical MoRT&H Specification and direction of E/I.
0.17
88499
14757.29
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Construction of embankment with approved material obtained from borrow pits with leads and transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 including cost of watering, rolling and compaction all complete job as per Drawing & Technical MoRT&H Specification and direction of E/I.
3450
129
448155
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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.
189.75
1437
272784.6
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Laying Reinforced cement concrdet pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including dixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets all complete job as per Drawing & Technical MORT&H Specification and direction of E/I
30
6388
191667
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CARRIAGE OF MATERIALS
Cement, Bokaro 62 Km.(P) + 0 Km (K) .
483.7
986
477024.94
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Steel, Bokaro 62 Km.(P) + 0 Km (K) .
103.46
986
102035.21
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Sand, Khetko 28 Km.(P) + 0 Km (K) .
628
531
333869.92
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Chips, Narki 18 Km.(P) + 0 Km (K) .
1426.82
382
546243.77
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Boulder, Narki 18 Km.(P) + 0 Km (K) .
313.3
558
175090.84
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Aggregate, Narki 18 Km.(P) + 0 Km (K) .
526.09
406
213740.86
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Bitumen , Bokaro 62 Km.(P) + 0 Km (K) .
1.99
986
1962.54
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Hume Pipe, Bokaro 62 Km.(P) + 0 Km (K) .
30
870
26126.4
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Add. 18% GST
20711740.08
-
3728113.21
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Add. 1% Labour Cess
24439853.29
-
244398.53
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