Rural Development Department Tender
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Costs
EMD
₹ 6,19,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDSPL_74720_1Bid Award Id
ViewTender No
RDD/SD/SAHIBGANJ/13/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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.)
38.61
130351
3376.1
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
400.29
1776607
4438.3
... More
Filling Annular Space Around Footing in Rock. (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.)
195.61
660398
3376.1
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
22.62
1976433
87394.8
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
153.85
722233
4694.4
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
44.48
3902805
87744.9
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
102
11271
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 MoRT&H 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.
147.06
241957
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 Mort&H specification complete including all accessories as per drwaing and technical specifications
152183
123268
0.81
... More
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
313.98
274606
874.6
... More
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
183.6
1009047
5495.9
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
29.64
2604908
87893.8
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
28.87
314004
10876.5
... More
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.
116.74
232032
1987.6
... More
Drainage Spouts complete as per Drawing and Technical Specification.
24
19629
817.9
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
15.75
137774
8747.6
... 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.)
33.8
347802
10290
... 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 transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)rdance with requirements of lines, grades and corss sections.)
73.5
11363
154.6
... More
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)
7869.05
1022189
129.9
... More
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.)
567
29824
52.6
... More
Granular Sub-Base with Graded Material (Table:-400-1) for Grading-I Material (By Mix in Place Method)
(In Shoulder)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
94.5
135853
1437.6
... More
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.
153.09
220082
1437.6
... More
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.
141.75
241130
1701.1
... More
Prime coat over WMM/WBM
(Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)
945
75883
80.3
... More
Tack coat on Bituminus surfaces
(Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg per sqm on the prepared surface of bituminous surface cleaned with mechanical broom.)
945
11907
12.6
... More
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.)
1387.28
205872
148.4
... More
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)
1387.28
75051
54.1
... More
Boundary Pillar
(Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.)
(2x2x25 Nos. = 100 Nos.)
100
54580
545.8
... More
CONSTRUCTION OF RCC RETAINING WALL
Excavation for structures (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.)
Mechanical Means
i) Ordinary Soil (Excavation upto 3.0m depth)
541.31
31071
57.4
... More
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.)
39.41
133052
3376.1
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
(RCC Grade M25 using batching plant transit mixture & concrete pump)
143.88
629949
4378.3
... More
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
(RCC Grade M25 using batching plant, transit mixer & concrete pump, height upto 5m)
75.04
347502
4630.9
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
6.98
609928
87394.8
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
17.46
1532289
87744.9
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete butment, 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.
111
12265
110.5
... More
CONSTRUCTION OF RCC GUARD WALL
Excavation for structures (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.)
Mechanical Means
i) Ordinary Soil (Excavation upto 3.0m depth)
525.42
30159
57.4
... More
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.)
87.57
295645
3376.1
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
Random Rubble masonry (coursed/uncoursed)
301.35
1042249
3458.6
... More
Stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
Random Rubble masonry (coursed/uncoursed)
254.68
883433
3468.8
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M20
Height upto 5M
PCC Grade M20 using batching plant, transit mixer & concrete pump
12.6
52519
4168.2
... More
Pointing with cement mortar (1:3) on stone/brick work as per Technical specifications.
367.5
21219
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.
105
11602
110.5
... More
CARRIAGE OF MATERIALS Cement, Barharwa 29 Km.(P) + 1 Km (K) .
621.12
435156
700.6
... More
Steel, Barharwa 29 Km.(P) + 1 Km (K) .
126.23
88436
700.6
... More
Sand, Maheshpur 76 Km.(P) + 1 Km (K) .
835.29
1069137
1279.96
... More
Chips, Modikola 34 Km.(P) + 2 Km (K) .
1500.35
1033861
689.08
... More
Boulder, Modikola 34 Km.(P) + 2 Km (K) .
556.03
488472
878.5
... More
Aggregate, Modikola 34 Km.(P) + 2 Km (K) .
460.56
340496
739.31
... More
Bitumen , Bokaro 304 Km.(P) + 1 Km (K) .
3.73
12152
3258.1
... More
Goods & Service Tax (G.S.T.) -@18%
1
4673741
4673741.8
... More
Labour Cess -@1%
1
306389
306389.74
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