Rural Development Department Tender
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Costs
EMD
₹ 14,14,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDSPL_68784_1Bid Award Id
ViewTender No
RDD/SD/LOHARDAGA/E-51/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical SpecificationRCC Grade M25 RCC Grade M25 using batching plant & Concrete pump
206.55
887297
4295.8
Excavation for strucutres 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.Ordinary Rock ( not requiring blasting)Mechanical Means
303.45
96739
318.8
Filling Annular Space around footing in rock
21.1
71235
3376.1
PCC 1:3:6 in FoundationPlain 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.
36.5
123227
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25RCC Grade M25 using batching plant,transit mixer & Concrete pump
487.02
2132319
4378.3
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
70.79
6186677
87394.8
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
14.44
1380042
95570.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M25RCC Grade M25 using batching plant, transit mixer & concrete pump Height upto 5m
125.05
579094
4630.9
Height 5 to 10m
274.77
1314087
4782.5
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
55.19
4842641
87744.9
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
645120
522547
0.81
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.
14
1547
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material
74.59
65236
874.6
Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification.
56.03
92186
1645.3
RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m
764
4198867
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
113.37
9964520
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
100.62
1094393
10876.5
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.
371.84
739069
1987.6
Drainage Spouts complete as per drawing and Technical specification
64
52345
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump
5.73
19514
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
16.49
144247
8747.6
Strip Seal Expansion JointProviding 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.
76.05
782554
10290
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
255.11
295519
1158.4
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
127.56
234786
1840.6
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M20Height upto 5mPCC Grade M20 using batching plant, transit mixer & concrete pump
18.99
79154
4168.2
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. By Manual means:- In area of thorny jungle
0.3
26549
88499.5
Construction of Embankment 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.
653.57
84898
129.9
Compacting Original groundCompacting Original ground supporting sub-gradeLoosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
450
23670
52.6
Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction 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.Rate per cum for grading-I Material
360
517536
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.
250.12
425479
1701.1
Prime Coat over WMM/WBMProviding 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.
1556.4
124978
80.3
Tack Coat on Bituminous surfacesProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1556.4
19610
12.6
Open-Graded Premix SurfacingProviding, 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.
1556.4
230969
148.4
Seal CoatCase-II : Type BProviding 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.
1556.4
84201
54.1
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
83.08
96239
1158.4
RETAINING WALL PART Excavation for strucutres 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.Mechanical Means
1173
67330
57.4
Sand Filling in foundation trenches as per drawing & technical specification
78.2
44401
567.8
PCC 1:3:6 in FoundationPlain 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.
78.2
264011
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25RCC Grade M25 using batching plant,transit mixer & Concrete pump
470.48
2059880
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M25RCC Grade M25 using batching plant, transit mixer & concrete pump
178.5
826615
4630.9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
21.93
1916567
87394.8
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
28.56
2505994
87744.9
2 No BOX CULVERT PART Excavation for strucutres 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.Mechanical Means
1268.4
72806
57.4
PCC 1:3:6 in FoundationPlain 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.
157.66
532275
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25RCC Grade M25 using batching plant,transit mixer & Concrete pump
123.54
540895
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M25RCC Grade M25 using batching plant, transit mixer & concrete pump
442.14
2047506
4630.9
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
32.52
2853464
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.
336
37128
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material
684.46
598628
874.6
Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification.
114.08
187695
1645.3
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
16.32
177504
10876.5
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.
58
115280
1987.6
Drainage Spouts complete as per drawing and Technical specification
4
3271
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump
17.42
59326
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
33.4
292169
8747.6
Carriage of Materials Sand (Local) - 13 KM
2031.18
764942
376.6
Cement - 65 KM
1558.26
1580231
1014.1
Boulder - 25 KM
338.19
225768
667.58
Aggregate - 25 KM
4822.17
2348396
487
Steel - 65 KM
335.29
340017
1014.1
Bitumen (Bokaro) - 170 KM
3.33
6628
1990.6
Bitumen Emulsion (Bokaro) - 170 KM
1.25
2488
1990.6
Add Gst 18%
1
10672295
10672295.16
Add Gst 1%
1
699628
699628.24
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