Rural Development Department Tender
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Costs
EMD
₹ 6,23,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92436_1Bid Award Id
ViewTender No
RDD/SD/SIMDEGA/03/2024-25Tender 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.
57.43
5018733
87394.8
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
150.28
695931
4630.9
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
17.13
1502631
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.
50
5525
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.
78.36
128925
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.
234
1286040
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.
32.67
355335
10876.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
34.51
3033127
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.)
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.
130.24
258865
1987.6
Drainage Spouts complete as per Drawing and Technical Specification.
18
14722
817.9
Bailing out of water using Diesel Pump (10 H.P.) including 10% C.P.
4800
144000
30
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
138.79
121385
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).
269.56
2200391
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.
21.31
2036422
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.)
33.84
5231
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
3366.81
437348
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.)
663.75
34913
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.
110.63
159041
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.
179.21
257632
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.
165.94
282280
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)
1106.25
88831
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)
1106.25
13938
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.)
1599.15
237313
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)
1599.15
86514
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) 118 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.
408.87
23469
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.)
31.86
107562
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
161.96
709109
4378.3
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
61.95
286884
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
6.61
577242
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
8.46
742409
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.
118
13039
110.5
CARRIAGE OF MATERIALS Cement,SIMDEGA 60 Km.(P) + 0 Km (K) .
571.03
552528
967.6
Steel,SIMDEGA 60 Km.(P) + 0 Km (K) .
160.39
155197
967.6
Sand,LOCAL (DEO RIVER) 50 Km.(P) + 0 Km (K) .
643.42
552697
859
Chips,KOLEBERA BARASLOYA 9 Km.(P) + 1 Km (K) .
1582.42
447824
283
Aggregate,KOLEBERA BARASLOYA 9 Km.(P) + 1 Km (K) .
445.36
132583
297.7
Bitumen ,Bokaro 231 Km.(P) + 0 Km (K) .
5.89
15066
2557.9
GST @ 18%
26127791.67
4703002
0.18
Labour cess @ 1%
30830794.17
308307
0.01
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