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
₹ 10,52,000Document 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_95906_1Tender No
RDD/SD/SIMDEGA/08/2024-25Tender 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
Documents
BOQ Items
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
75.22
87394
6573836.86
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
408.75
4630
1892880.37
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.(Height 5m to 10m)
153.25
4782
732918.12
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
55.14
87744
4838604.77
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.
74
110
8177
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH 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.
108.43
1645
178399.88
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 MoRTH specifications complete including all accessrories as per drawing and Technical Specifications.
564480
-
457228.8
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
668.5
5495
3674009.15
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.23
8747
133225.95
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
88.04
10876
957567.06
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
99.2
87893
8718801.28
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.22
3405
17777.44
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.)
67.6
10290
695604
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.
327.12
1987
650183.71
Drainage Spouts complete as per Drawing and Technical Specification.
42
817
34351.8
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
205.26
874
179520.4
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).
277.2
8162
2262755.88
Providing Steel liner 10 mm thick for Curbs and 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 47.1 kg/sqm.
10.65
95570
1018211.3
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 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
773.32
154
119555.27
Construction of Embankment 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)
Rolling with Vibratory roller
2504.54
129
325339.75
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.)
506.25
52
26628.75
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.
84.38
1437
121304.69
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.
136.69
1437
196505.54
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.
126.56
1701
215291.22
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)
843.75
80
67753.13
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).(in Two Layers)
843.75
12
10631.25
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.)
2074.95
148
307922.58
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)
2074.95
54
112254.8
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
Protective Work 1(Guard Wall):192 M 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.
348.48
57
20002.75
Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
69.7
3376
235314.17
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
186.62
3458
645443.93
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
145.92
3468
506167.3
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
11.52
4168
48017.66
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
240
57
13857.6
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.
96
110
10608
Protective Work 1(RCC Retaining Wall):40 M 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.
395.6
57
22707.44
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.)
25.8
3376
87103.38
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
99.9
4378
437392.17
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
42
4630
194497.8
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.32
87394
377720.33
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
6.11
87744
536472.32
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
110
6630
CARRIAGE OF MATERIALS Cement,SIMDEGA 48 Km.(P) + 2 Km (K) .
1020.19
898
916742.73
Steel,SIMDEGA 48 Km.(P) + 2 Km (K) .
263.91
898
237145.93
Sand,LOCAL 7 Km.(P) + 3 Km (K) .
1210.32
321
388996.85
Chips,KOLEBERA BARASLOYA 42 Km.(P) + 3 Km (K) .
2425.93
842
2043118.25
Boulder,KOLEBERA BARASLOYA 41 Km.(P) + 4 Km (K) .
332.54
1058
351847.27
Aggregate,KOLEBERA BARASLOYA 42 Km.(P) + 3 Km (K) .
388.35
905
351779.08
Bitumen ,Bokaro 268 Km.(P) + 2 Km (K) .
7.17
2944
21112.78
Add @ 18% of (A) for GST
44112501.12
-
7940250.2
Add 1% of (C) for Labour Cess
52052751.32
-
520527.51
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements