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
₹ 7,72,100Document 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_94733_1Tender No
RDD/SD/PAKUR/11/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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.)
38.6
130317
3376.1
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
699.62
3105123
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.)
142.44
480891
3376.1
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
40.23
3516067
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)
215.68
1012488
4694.4
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
56.8
4984261
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.
114
12597
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.
162.45
267278
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
202910.4
164357
0.81
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
352.65
308427
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)
212
1165130
5495.9
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
33.33
2929676
87893.8
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
34
369801
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.
134.96
268246
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.)
55.61
3192
57.4
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
83.41
295429
3541.9
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
36.91
67936
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)
73.81
85501
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.)
44.1
6817
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)
5559.05
722120
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.)
528.75
27812
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.
88.13
126695
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.
142.76
205231
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.
132.19
224868
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)
881.25
70764
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).
881.25
11103
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.)
881.25
130777
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)
881.25
47675
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.
674.03
38689
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.)
44.33
149662
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.
200.48
877761
4378.3
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
102
472351
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
13.65
1193113
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
22.08
1937670
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.
120
13260
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.
324
18597
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.).
54
182309
3376.1
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
192
664051
3458.6
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
209.25
725846
3468.8
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
7.2
30011
4168.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
270
15589
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.
60
6630
110.5
CARRIAGE OF MATERIALS
Cement, Pakur 46 Km.(P) + 0 Km (K) .
770.67
645359
837.4
Steel, Pakur 46 Km.(P) + 0 Km (K) .
171.88
143928
837.4
Sand, Dumka 88 Km.(P) + 0 Km (K) .
991.13
1411805
1424.44
Chips, Sidpahari 35 Km.(P) + 0 Km (K) .
2064.56
1312647
635.8
Boulder, Sidpahari 35 Km.(P) + 0 Km (K) .
475.06
390922
822.89
Aggregate, Sidpahari 35 Km.(P) + 0 Km (K) .
364.75
248528
681.37
Bitumen , Bokaro 265 Km.(P) + 0 Km (K) .
2.67
7665
2874.1
Goods & Service Tax (G.S.T.) -@18%
1
5830260
5830260.01
Labour Cess -@1%
1
382205
382205.93
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements