Rural Development Department Tender
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Costs
EMD
₹ 10,63,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_95551_1Tender No
RDD/SD/SAHIBGANJ/08RE/2024-25 GR1Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
155.93
13627820
87394.8
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).
754.2
6156459
8162.9
Providing Steel liner 8mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 62.8 kg/sqm.
85.23
8145690
95570.8
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)
263.36
1236317
4694.4
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications.(Height 5m to 10m)
61.54
297035
4826.7
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
29.56
2593388
87744.9
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.
48
5304
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 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.
48.18
79270
1645.3
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
68.62
60015
874.6
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for solid slab) as per drawing and Technical Specification.
394.45
2084471
5284.5
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
28.97
2545931
87893.8
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
31.82
346090
10876.5
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.
168.32
334552
1987.6
Drainage Spouts complete as per Drawing and Technical Specification.
28
22901
817.9
PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification.
3.85
13111
3405.64
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)
11.55
101034
8747.6
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
51.6
190837
3698.4
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
51.6
13875
268.9
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
51.6
9375
181.7
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
51.6
1382
26.8
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.)
50.58
2903
57.4
Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications
53.11
188110
3541.9
Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification
30.54
56211
1840.6
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Stone/Boulder)
61.08
70755
1158.4
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 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
83.3
12878
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)
991.17
128752
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.)
179.85
9460
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.
19.08
27429
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.
66.22
95197
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.
61.31
104294
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)
408.75
32822
80.3
Tack coat on Bituminus surfaces
(Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).
408.75
5150
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.)
408.75
60658
148.4
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)
408.75
22113
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
CONSTRUCTION OF RCC RETAINING WALL
Earth work in excavation of foundation ( Depth upto 3 m ) 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.
264.45
15179
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.)
17.1
57731
3376.1
Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
68.18
298512
4378.3
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
28.88
133740
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
2.88
251959
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
4.19
367826
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.
45
4972
110.5
CONSTRUCTION OF GUARD WALL
Earth work in excavation of foundation ( Depth upto 3 m ) 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.
60.48
3471
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.).
8.96
30249
3376.1
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
35.72
123541
3458.6
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
29.32
101705
3468.8
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
1.2
5001
4168.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
40
2309
57.74
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.
10
1105
110.5
CARRIAGE OF MATERIALS
Cement, Barharwa 14 Km.(P) + 0 Km (K) .
919.93
496578
539.8
Steel, Barharwa 14 Km.(P) + 0 Km (K) .
312.77
168830
539.8
Sand, Amrapara 48 Km.(P) + 0 Km (K) .
1032.25
855982
829.24
Chips, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .
2111.32
839714
397.72
Boulder, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .
126.12
72442
574.39
Aggregate, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .
211.87
89504
422.46
Bitumen , Bokaro 264 Km.(P) + 0 Km (K) .
1.2
3437
2864.8
Add GST @ 18% of (A) :
1
8020460
8020460.01
Cost of Labour cess @ 1% of (B) :
1
525785
525785.71
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