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
₹ 9,16,000Document 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_81889_1Bid Award Id
ViewTender No
RDD/SD/SIMDEGA/03/2023-24 (3rd Call)Tender 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.
81.42
7115946
87394.8
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
301.08
1394271
4630.9
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
38.06
3339132
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.
53
5856
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 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.
103.18
169762
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 MoRTH specifications complete including all accessrories as per drawing and Technical Specifications.
403200
326592
0.81
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
477.5
2624292
5495.9
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
137774
8747.6
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
62.89
684023
10876.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
70.86
6227715
87893.8
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
7.88
26836
3405.64
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.)
50.7
521703
10290
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.
237.68
472436
1987.7
Drainage Spouts complete as per Drawing and Technical Specification.
40
32716
817.9
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
191.96
167888
874.6
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).
299.5
2444788
8162.9
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.
26.99
2579455
95570.8
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 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
30.95
4784
154.6
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
7195.38
934679
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.)
744.75
39173
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.
114.2
164173
1437.6
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.
201.08
289072
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.
186.19
316727
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)
1241.25
99672
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).(in Two Layers)
1241.25
15639
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.)
2137.05
317138
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)
2137.05
115614
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 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.
653.02
37483
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.)
46.11
155671
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
210.6
922069
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
140.8
652030
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
8.92
779561
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
17.05
1495787
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.
175
19337
110.5
CARRIAGE OF MATERIALS Cement, Simdega 30 Km.(P) + 0 Km (K) .
799.05
550225
688.6
Steel, Simdega 30 Km.(P) + 0 Km (K) .
253.08
174268
688.6
Sand, Local 9 Km.(P) + 1 Km (K) .
896.21
253627
283
Chips, Kersai 20 Km.(P) + 0 Km (K) .
2133.85
880426
412.6
Aggregate, Kersai 20 Km.(P) + 0 Km (K) .
504.8
221425
438.64
Bitumen , Bokaro 280 Km.(P) + 0 Km (K) .
7.68
23144
3013.6
GST @ 18%
38405773.55
6913039
0.18
Labour cess @ 1%
45318812.78
453188
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements