Rural Development Department Tender
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Costs
EMD
₹ 4,11,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92693_1Bid Award Id
ViewTender No
RDD/SD/PAKUR/06/2024-25 GR-01Tender Authority
Rural Development Department ViewPurchaser Address
-
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Documents
BOQ Items
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Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
21.01
70931
3376.1
... More
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
363.09
1611502
4438.3
... More
Filling Annular Space Around footing in Rock (Lean cement concrete 1:3:6 nominal mix).
216.58
731195
3376.1
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
16.05
1402336
87394.8
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
75.78
355741
4694.4
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
30.42
2668848
87744.9
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
86
9503
110.5
... More
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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.
124.85
205415
1645.3
... More
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
... More
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
266.55
233124
874.6
... More
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
82.6
453961
5495.9
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
14.51
1275339
87893.8
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
14.75
160428
10876.5
... More
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.
66.52
132215
1987.6
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Drainage Spouts complete as per Drawing and Technical Specification.
16
13086
817.9
... More
PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
... More
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
15.75
137774
8747.6
... More
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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Excavation for structures (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.)
81.56
4681
57.4
... More
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
85.63
303292
3541.9
... More
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
79.39
146125
1840.6
... More
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)
158.78
183930
1158.4
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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 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
93.1
14393
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 all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
2517.82
327064
129.9
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Dismantling Brick/ Tile work/ rubble masonary/pitching etc. (By Mechanical Means)
490.5
25800
52.6
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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.
81.75
117523
1437.6
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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.
122.63
176292
1437.6
... More
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.
122.63
208605
1701.1
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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)
817.5
65645
80.3
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Tack coat on Bituminus surfaces
(Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
817.5
10300
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.)
817.5
121317
148.4
... More
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)
817.5
44226
54.1
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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
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CONSTRUCTION OF GUARD WALL
Earth work in excavation of foundation ( Depth upto 3 m ) 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.
502.2
28826
57.4
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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.).
74.4
251181
3376.1
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
301.39
1042387
3458.6
... More
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
279
967795
3468.8
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
9.6
40014
4168.2
... More
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
360
20786
57.74
... More
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.
80
8840
110.5
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CARRIAGE OF MATERIALS
Cement, Pakur 41 Km.(P) + 0 Km (K) .
449.9
355825
790.9
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Steel, Pakur 41 Km.(P) + 0 Km (K) .
64.06
50665
790.9
... More
Sand, Dumka 88 Km.(P) + 0 Km (K) .
655.32
933464
1424.44
... More
Chips, Shahargram 35 Km.(P) + 0 Km (K) .
1073.46
682505
635.8
... More
Boulder, Shahargram 35 Km.(P) + 0 Km (K) .
739.17
608255
822.89
... More
Aggregate, Shahargram 35 Km.(P) + 0 Km (K) .
517.02
352280
681.37
... More
Bitumen , Bokaro 252 Km.(P) + 0 Km (K) .
2.4
6607
2753.2
... More
Goods & Service Tax (G.S.T.) -@18%
1
3103765
3103765.08
... More
Labour Cess -@1%
1
203469
203469.04
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