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.
Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 2,30,34,165
Costs
EMD
₹ 4,71,000Document 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_88038_1Bid Award Id
ViewTender No
RDD/SD/CHAIBASA/01/2024-25Tender 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
Documents
BOQ Items
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(G) RCC Grade M30
Case - I (RCC Grade M30 using batching plant & Concrete pump)
123.24
546976
4438.3
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
19.09
1668628
87394.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
E) RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump (p) Height upto 5m
142.8
661292
4630.9
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
G) RCC Grade M30
RCC Grade M30 using batching plant, transit mixer & concrete pump (p) Height upto 5m
95.57
448643
4694.4
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
27.28
2393242
87744.9
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
188
20774
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials
162.58
142192
874.6
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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.
151.97
250036
1645.3
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. C) RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. (ii) For T-beam & slab, (Height upto 5m)
102.33
519130
5073.1
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.55
1015173
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
15.24
165757
10876.5
Drainage Spouts complete as per drawing and Technical specification
8
6543
817.9
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
8.87
30208
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
155269
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.)
16.9
173901
10290
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of 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.
54.2
107727
1987.6
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. (A) Stone/Boulder
168.12
194750
1158.4
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
84.06
154720
1840.6
Rigid Apron (300mm Flat Stone with Cement Mortar)Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. (A) Rubble stone laid in cement mortar 1:3
49.06
157899
3218.5
PCC M15 For Curtain Wall (Curtain wall complete as per drawing and Technical specification)
B) Cement concrete Grade M15
170.41
603575
3541.9
Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
186.51
226665
1215.3
APPROACH ROAD PART Clearing and grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.)
0.31
27434
88499.5
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
908.51
140455
154.6
Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material obtained from Borrow pits 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.)
6537.92
849275
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.)
940.5
49470
52.6
Granular Sub-Base with Graded Material (Table:- 400-1) Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
410.69
590407
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.
243.56
414319
1701.1
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)
1623.75
130387
80.3
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
1623.75
20459
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.)
1623.75
240964
148.4
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using ) Type B seal coats.
1623.75
87844
54.1
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting).
100
54580
545.8
GUARD WALL PART Excavation for structures in Ordinary soil - (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.) I (B) - Mechanical Means (i) (Depth upto 3m)
312
17908
57.4
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.
62.4
210668
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
(b) Random Rubble Masonry
197.87
684353
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry
173.33
601247
3468.8
Reinforced cement concrete (PCC Grade M20) in substructure complete as per drawing and technical specifications.
3
12504
4168.2
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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.
107.33
176590
1645.3
CARRIAGE PART Sand, Kuju 35 Km (P) + 2 Km (K).
959.92
675745
703.96
Stone Chips, Hata 62 Km (P) + 2 Km (K).
1135.73
1255799
1105.72
Stone Metal, Hata 62 Km (P) + 2 Km (K).
753.08
897980
1192.41
Stone Boulder, Hata 62 Km (P) + 2 Km (K).
993.62
1141729
1149.06
Bitumin, Bokaro 205 Km (P) + 2 Km (K).
3.47
8184
2358.7
Cement, Chaibasa 22 Km (P) + 2 Km (K).
416.5
273557
656.8
Steel, Chaibasa 22 Km (P) + 2 Km (K).
61.06
40104
656.8
Emulsion, Bokaro 205 Km (P) + 2 Km (K).
1.46
3443
2358.7
G.S.T @ 18%
19327205.94
3478897
-
Labour Cess 1%
22806103.01
228061
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements