Rural Development Department Tender
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Costs
EMD
₹ 6,06,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_90767_1Bid Award Id
ViewTender No
RDD/SD/SIMDEGA/02/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-
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BOQ Items
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
483.11
2115200
4378.3
Filling Annular Space Around footing in Rock
(in PCC M10).
219.75
741897
3376.1
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical
specifications.
22.82
1994524
87394.8
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per
drawing and technical specifications.
205.77
952900
4630.9
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
46.11
4046092
87744.9
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.
110
12155
110.5
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.
164.47
270602
1645.3
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.
241920
195955
0.81
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T- beam & slab) as per drawing and Technical
Specification.
286.5
1574575
5495.9
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical
specification
15.75
137774
8747.6
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and
Techncial Specifications.
37.73
410370
10876.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
42.51
3736365
87893.8
PCC M15 Grade levelling course below approach slab complete as per drawing and
Technical Specification.
5.25
17879
3405.64
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
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.
148.24
294641
1987.6
Drainage Spouts complete as per Drawing
and Technical Specification.
24
19629
817.9
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
416.38
364165
874.6
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.)
285.3
44107
154.6
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
2822.48
366640
129.9
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.)
564.75
29705
52.6
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.
86.6
124496
1437.6
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.
152.48
219205
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.
141.19
240178
1701.1
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)
941.25
75582
80.3
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)
941.25
11859
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.)
1501.65
222844
148.4
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.
1501.65
81239
54.1
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
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
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
Reinforced cement concrete (RCC Grade
M25) in open foundation complete as per drawing and technical specifications.
126.5
553854
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
64
296377
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical
specifications.
5.7
497888
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
8.19
718367
87744.9
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
RCC Retaining Wall (1.5m High) 60 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.
311.85
17900
57.4
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.)
24.3
82039
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per
drawing and technical specifications.
99.23
434458
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
40.5
187551
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical
specifications.
4.05
353686
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
5.53
485580
87744.9
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.
90
9945
110.5
CARRIAGE OF MATERIALS Cement, SIMDEGA 70 Km.(P) + 0 Km (K) .
637.34
675962
1060.6
Steel, SIMDEGA 70 Km.(P) + 0 Km (K) .
141.2
149751
1060.6
Sand, LOCAL (DEO RIVER) 19 Km.(P) + 1 Km (K) .
754.62
325844
431.8
Chips, KOLEBERA BARASLOYA 25 Km.(P) + 0 Km (K) .
1763.86
858999
487
Aggregate, KOLEBERA BARASLOYA 25 Km.(P) + 0 Km (K) .
469.02
243679
519.55
Bitumen , BOKARO213 Km.(P) + 0 Km (K) .
5.45
13028
2390.5
GST @ 18%
25407537.53
4573356
0.18
Labour cess @ 1%
29980894.28
299808
0.01
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