Rural Development Department Tender
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Costs
EMD
₹ 5,02,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92520_1Bid Award Id
ViewTender No
RDD/SD/SIMDEGA/02/2024-25 (2nd Call)Tender Authority
Rural Development Department ViewPurchaser Address
-
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Documents
BOQ Items
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
38.52
3366797
87394.8
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing
and technical specifications.
115.45
534637
4630.9
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per
drawing and technical specification.
12.51
1097249
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.
40
4420
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.
70.2
115500
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.
161280
130636
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.
191
1049716
5495.9
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.44
135062
8747.6
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial
Specifications.
25.16
273652
10876.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per
drawing and technical specification.
28.34
2491086
87893.8
PCC M15 Grade levelling course below approach slab complete as per drawing and
Technical Specification.
5.29
18015
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.)
25.35
260851
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.
103.52
205756
1987.6
Drainage Spouts complete as per Drawing and
Technical Specification.
12
9814
817.9
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as
per drawing and Technical specification
120.33
105240
874.6
Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead
upto 1000m. (Pile diameter - 1200mm).
153.64
1254147
8162.9
Providing Steel liner 10 mm thick for Curbs and 6mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight
= 47.1 kg/sqm.
14.21
1357583
95570.8
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.)
86.01
13297
154.6
Construction of Embankment 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
2891.33
375583
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.)
837
44026
52.6
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.
139.5
200545
1437.6
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.
225.99
324883
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.
209.25
355955
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)
1395
112018
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)
1395
17577
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.)
1787.7
265294
148.4
Seal Coat (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)
1787.7
96714
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.
309.6
17771
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.)
19.8
66846
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and
technical specifications.
81.9
358582
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
42
194497
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
3.27
286130
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per
drawing and technical specification.
6.11
536472
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.
60
6630
110.5
RCC Retaining Wall (1.5m High) 58 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.
249.48
14320
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.)
19.44
65631
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and
technical specifications.
98.82
432663
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
37.8
175048
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.03
352113
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per
drawing and technical specification.
5.16
453114
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.
72
7956
110.5
Carriage of Materials Cement,SIMDEGA 100 Km.(P) + 0 Km (K) .
422.09
565431
1339.6
Steel,SIMDEGA 100 Km.(P) + 0 Km (K) .
116.68
156305
1339.6
Sand,LOCAL (DEO RIVER) 10 Km.(P) + 0 Km (K) .
477.08
125853
263.8
Chips,KOLEBERA BARASLOYA 59 Km.(P) + 1 Km (K) .
1318.66
1354263
1027
Aggregate,KOLEBERA BARASLOYA 59 Km.(P) + 1 Km (K) .
532.99
589913
1106.8
Bitumen ,Bokaro 280 Km.(P) + 0 Km (K) .
6.71
20221
3013.6
GST @ 18%
21020576.42
3783703
0.18
Labour cess @ 1%
24804280.18
248042
0.01
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