Rural Development Department Tender
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Costs
EMD
₹ 6,02,710Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_90435_2Bid Award Id
ViewTender No
RDD/SD/KODERMA/04/2024-25Tender 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 Specification
RCC Grade M25 RCC Grade M25 using batching plant & Concrete pump
253.37
1088426
4295.8
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
45.69
3993068
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.
18.06
1726008
95570.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump Height upto 5m
78.53
363664
4630.9
Height 5 to 10m
82.48
394460
4782.5
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
22.13
1941794
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
241920
195955
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.
48
5304
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
102.25
89427
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.
76.81
126375
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
234
1286040
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
34.51
3033215
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
32.67
355335
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.
130.24
258865
1987.6
Drainage Spouts complete as per drawing and Technical specification
24
19629
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
PCC 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 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.
33.8
347802
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
205.2
237703
1158.4
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
102.6
188845
1840.6
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
PCC Grade M20
Height upto 5m
PCC Grade M20 using batching plant, transit mixer & concrete pump
26.46
110290
4168.2
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
0.08
6637
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.
2176.85
282772
129.9
Compacting Original ground
Compacting Original ground supporting sub-grade
Loosening 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.
112.5
5917
52.6
Granular Sub-Base with Graded Material (Table:- 400-1)
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.
Rate per cum for grading-I Material
90
129384
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.
64.72
110095
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.
431.4
34641
80.3
Tack Coat on Bituminous surfaces
Providing 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.
431.4
5435
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.
431.4
64019
148.4
Seal Coat
Case-II : Type B
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.
431.4
23338
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
28.16
32620
1158.4
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
552
31684
57.4
Sand Filling in foundation trenches as per drawing & technical specification
36.8
20895
567.8
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.
36.8
124240
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant,transit mixer & Concrete pump
221.4
969355
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
84
388995
4630.9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
10.32
901914
87394.8
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
13.44
1179291
87744.9
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above
113.4
100585
887
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
Dismantling stone masonry
By Mechanical means
Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
594
79833
134.4
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.
1016.4
132030
129.9
Granular Sub-Base with Graded Material (Table:- 400-1)
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.
Rate per cum for grading-I Material
60.98
87664
1437.6
Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia
30
191667
6388.9
Sand (Barakar River )
664.29
269940
406.36
Cement (Tilaiya)
513.45
344011
670
Boulder (Dhabtham)
233.36
202901
869.48
Aggregate (Dhabtham)
1634.68
1112301
680.44
Steel (Tilaiya)
149.11
99903
670
Bitumen (Bokaro)
0.92
1660
1804.6
Bitumen Emulsion (Bokaro)
0.35
631
1804.6
Hume Pipe (Ranchi)
30
52464
1748.8
Goods & Services Tax (G.S.T.) - 18%
24359776.38
4384759
0.18
Labour Cess - 1%
28744536.13
287445
0.01
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