Rural Development Department Tender
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Costs
EMD
₹ 7,29,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_94877_1Tender No
RDD/SD/SIMDEGA/05/2024-25 (2nd Call)Tender Authority
Rural Development Department ViewPurchaser Address
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Documents
BOQ Items
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Plain/Reinforced cement concrete (PCC Grade M10) in open foundation complete as per drawing and technical specifications.
34.36
116002
3376.1
... More
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
645.39
2825711
4378.3
... More
Filling Annular Space Around footing in Rock (in PCC M10).
191.83
647620
3376.1
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
35.92
3139396
87394.8
... More
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
162.23
751270
4630.9
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
46.75
4101810
87744.9
... 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.
100
11050
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 MoRTH 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.
151.92
249953
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 MoRTH specifications complete including all accessrories as per drawing and Technical Specifications.
322560
261273
0.81
... More
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
382
2099433
5495.9
... More
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
137774
8747.6
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
50.31
547196
10876.5
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
56.69
4982699
87893.8
... More
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
... 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.)
42.25
434752
10290
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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 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.
192.96
383527
1987.6
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Drainage Spouts complete as per Drawing and Technical Specification.
32
26172
817.9
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
384.69
336449
874.6
... More
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 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
315.23
48734
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)
Rolling with Vibratory roller
3669.42
476657
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.)
585
30771
52.6
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Granular Sub-Base (Shoulder) with Coarse Graded Material Gr-I
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.
89.7
128952
1437.6
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Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I
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.
157.95
227068
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.
146.25
248785
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)
975
78292
80.3
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Tack coat on Bituminus surfaces (Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).(in Two Layers)
975
12285
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.)
1703.1
252740
148.4
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Seal Coat (Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels,grade andcross fall using Type A seal coats.
1703.1
92137
54.1
... More
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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Protective Work 1(RCC Retaining Wall): 40 M: 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.
421.4
24188
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.)
27.6
93180
3376.1
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Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
126.5
553854
4378.3
... More
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
64
296377
4630.9
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
5.7
497888
87394.8
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
8.19
718367
87744.9
... 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
... More
Protective Work 2(Guard Wall): 230 M : 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.
417.45
23961
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.)
83.49
281870
3376.1
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
223.56
773204
3458.6
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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
174.8
606346
3468.8
... More
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
13.8
57521
4168.2
... More
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
28.75
1660
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.
115
12707
110.5
... More
CARRIAGE OF MATERIALS Cement, SIMDEGA 26 Km.(P) + 1 Km (K) .
762.71
513075
672.7
... More
Steel, SIMDEGA 26 Km.(P) + 1 Km (K) .
161.28
108495
672.7
... More
Sand, LOCAL 15 Km.(P) + 2 Km (K) .
968.02
393364
406.36
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Chips, KERSAI 30 Km.(P) + 5 Km (K) .
1906.14
1394913
731.8
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Boulder, KOLEBERA BARASLOYA 70 Km.(P) + 2 Km (K) .
398.36
572566
1437.31
... More
Aggregate, KERSAI 30 Km.(P) + 5 Km (K) .
467.39
367261
785.77
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Bitumen , BOKARO 279 Km.(P) + 0 Km (K) .
6.11
18356
3004.3
... More
GST @ 18%
30542770.19
5497698
0.18
... More
Labour cess @ 1%
36040468.83
360404
0.01
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