Rural Development Department Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 7,63,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RDSPL_91068_1Bid Award Id
ViewTender No
RWD/SD/DHANBAD-10/2024-25/Gr. 01Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
482.93
2143388
4438.3
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.)
336.95
1137576
3376.1
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
29.97
2618785
87394.8
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)
193.01
906066
4694.4
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
49.66
4357762
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.
94
10387
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.
141.16
232250
1645.3
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
322560
261273
0.81
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
324.02
283387
874.6
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)
312
1714720
5495.9
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
46.01
4044169
87893.8
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
43.56
473780
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.
168.96
335824
1987.6
Drainage Spouts complete as per Drawing and Technical Specification.
32
26172
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
137774
8747.6
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.)
42.25
434752
10290
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.)
56.17
3224
57.4
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
58.98
208901
3541.9
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
37.66
69317
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)
75.32
87250
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.)
15.68
2424
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)
11113.58
1443654
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.)
600.75
31599
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.
100.13
143946
1437.6
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.
162.2
233178
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.
150.19
255488
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)
1001.25
80400
80.3
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).
1001.25
12615
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.)
1639.35
243279
148.4
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)
1639.35
88688
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 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.
580.5
33320
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.)
37.8
127616
3376.1
Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
154.61
676928
4378.3
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
76.23
353013
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
9.6
839252
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
11.83
1038022
87744.9
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.
90
9945
110.5
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.
564.98
32429
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.).
83.7
282579
3376.1
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
339.07
1172707
3458.6
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
313.88
1088786
3468.8
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
10.8
45016
4168.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
405
23384
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.
90
9945
110.5
DISMANTLING AND DIVERSION 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 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
38.25
33927
887
Dismantling Brick/ Tile work/ rubble masonary/pitching etc. (By Mechanical Means)
92.91
12487
134.4
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.
0.15
13274
88499.5
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.
3468.75
450590
129.9
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.
247.5
355806
1437.6
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
1000mm dia Pipe
30
191667
6388.9
CARRIAGE OF MATERIALS
Cement, Dhanbad 45 Km.(P) + 0 Km (K) .
779.9
645835
828.1
Steel, Dhanbad 45 Km.(P) + 0 Km (K) .
154.17
127670
828.1
Sand, Barakar 15 Km.(P) + 0 Km (K) .
1082.68
366162
338.2
Chips, Baliapur 18 Km.(P) + 0 Km (K) .
2194.85
840276
382.84
Boulder, Baliapur 18 Km.(P) + 0 Km (K) .
728.27
407000
558.86
Aggregate, Baliapur 18 Km.(P) + 0 Km (K) .
617.39
250831
406.28
Bitumen , Bokaro 85 Km.(P) + 0 Km (K) .
4.41
5292
1200.1
Hume Pipe, Bokaro 85 Km.(P) + 0 Km (K) .
30
31260
1042
Goods & Service Tax (G.S.T.) -
32017669.25
5763180
0.18
Labour Cess -
37780849.71
377808
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements