Rural Development Department Tender
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Costs
EMD
₹ 5,78,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Ee/rdsd/latehar/15/24-25/ Gr_3(2nd Call)
Description
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Contact
Tender Id
2024_RDSPL_94302_2Bid Award Id
ViewTender No
EE/RDSD/LATEHAR/15/24-25/ (2ND CALL)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump
11.98
40799
3405.6
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
(RCC M30)
201.96
879697
4355.8
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Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
46.61
4073471
87394.8
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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
Height upto 5m
77.05
361703
4694.4
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Height 5m to 10m
57.33
276714
4826.7
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
21.27
1866334
87744.9
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials
92.25
80681
874.6
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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.
63.21
103999
1645.3
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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.
101455.2
82178
0.81
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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.
109
12044
110.5
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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, (q) (Height 5m to 10m)
122.4
672698
5495.9
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
19.71
1732386
87893.8
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
23.19
252226
10876.5
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PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
7.88
26836
3405.64
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
15.75
137774
8747.6
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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.
82.44
163857
1987.6
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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.)
25.35
260851
10290
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Drainage Spouts complete as per drawing and Technical specification
14
11450
817.9
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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
342.85
397157
1158.4
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
171.42
315515
1840.6
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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.)
0.21
18584
88499.5
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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.)
493.3
76264
154.6
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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.)
5597.39
727100
129.9
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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.)
630
33138
52.6
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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.
275.1
395483
1437.6
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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.
165.94
282280
1701.1
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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.)
1106.25
88831
80.3
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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.)
1106.25
13938
12.6
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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.)
1106.25
164167
148.4
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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.
1106.25
59848
54.1
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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
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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)
300.3
17237
57.4
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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.
16.8
56718
3376.1
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FILTER MEDIA - 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.
106.2
174730
1645.3
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RePlain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(E) RCC Grade M25
Case - I (RCC Grade M25 using batching plant & Concrete pump)
128.4
562173
4378.3
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
F) RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump (p) Height upto 5m
113.4
525144
4630.9
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Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
7.93
693040
87394.8
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
11.11
974845
87744.9
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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.
150
16575
110.5
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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)
255
14637
57.4
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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.
51
172181
3376.1
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
(b) Random Rubble Masonry
157.99
546424
3458.6
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry
131.96
457742
3468.8
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC M20
2.55
10628
4168.2
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Sand, Local 10 Km (P) + 4 Km (K).
806.8
322816
400.12
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Stone Chips, Bariatu 58 Km (P) + 4 Km (K).
1219.51
1358973
1114.36
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Stone Metal, Bariatu 58 Km (P) + 4 Km (K).
196.23
235829
1201.8
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Stone Boulder, Bariatu 58 Km (P) + 4 Km (K).
936.07
1084043
1158.08
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Bitumin, Bokaro 152 Km (P) + 4 Km (K).
2.37
4522
1908.4
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Cement, Latehar 35 Km (P) + 4 Km (K).
464.58
381094
820.3
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Steel, Latehar 35 Km (P) + 4 Km (K).
125.27
102758
820.3
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Emulsion, Bokaro 152 Km (P) + 4 Km (K).
1
1908
1908.4
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Goods & Service Tax (G.S.T.) @ 18%
12
4364221
1
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Labour Cess @1%
1
286098
1
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