Rural Development Department Tender
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Costs
EMD
₹ 4,92,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_93087_2Tender No
RDD/SD/SIMDEGA/04/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
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Documents
BOQ Items
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
381.57
1670627
4378.3
Filling Annular Space Around footing in Rock (in PCC M10).
134.6
454406
3376.1
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
23.64
2065576
87394.8
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
98.23
454893
4630.9
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
28.31
2484321
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.
58
6409
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.
97.14
159824
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
15.75
137774
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
3033215
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.
130.24
258865
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
112.9
98742
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.)
1209.9
187050
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
3404.75
442277
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.)
675
35505
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.
103.5
148791
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.
182.25
262002
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.
168.75
287060
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)
1125
90337
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)
1125
14175
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.)
1617.9
240096
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.
1617.9
87528
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.
352.6
20239
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.)
22.8
76975
3376.1
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
90.9
397987
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.
4.65
406385
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
6.85
600701
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
Protective Work 2(Guard Wall): 156 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.
308.55
17710
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.)
61.71
208339
3376.1
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
165.24
571499
3458.6
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
129.2
448168
3468.8
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
10.2
42515
4168.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
21.25
12269
577.4
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.
85
9392
110.5
CARRIAGE OF MATERIALS Cement, SIMDEGA 39 Km.(P) + 1 Km (K) .
491.7
390213
793.6
Steel, SIMDEGA 39 Km.(P) + 1 Km (K) .
103.54
82166
793.6
Sand, LOCAL (SANKH RIVER) 7 Km.(P) + 1 Km (K) .
634.05
160566
253.24
Chips, KERSAI 39 Km.(P) + 1 Km (K) .
1345.08
981101
729.4
Boulder, KERSAI 39 Km.(P) + 1 Km (K) .
294.44
270967
920.28
Aggregate, KERSAI 39 Km.(P) + 1 Km (K) .
461.14
361146
783.16
Bitumen , BOKARO 295 Km.(P) + 0 Km (K) .
5.96
18792
3153.1
GST @ 18%
20623867.87
3712296
0.18
Labour cess @ 1%
24336164.08
243361
0.01
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