Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 2,72,94,787
Costs
EMD
₹ 5,46,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_96078_1Tender No
RDD/SD/CHAIBASA/18/24-25_Gr-01Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Exacavation for structures in Hard rock blasting prohibited (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.) A) Mechanical Means
141.53
413
58480.2
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.
20.22
3376
68264.74
Filling Annular Space around footing in rock.
105.11
3376
354861.87
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(G) RCC Grade M30
Case - I (RCC Grade M30 using batching plant & Concrete pump)
258.82
4438
1148720.81
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
20.57
87394
1797711.04
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
G) RCC Grade M30
RCC Grade M30 using batching plant, transit mixer & concrete pump Height upto 5m
155.75
4694
731152.8
Height 5m to 10m
128.66
4826
621003.22
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
34.82
87744
3055277.42
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials
346.89
874
303389.99
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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.
141.78
1645
233270.63
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.
161280
-
130636.8
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
238
110
26299
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. C) RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. (ii) For T-beam & slab, q) (Height 5m to 10m)
156
5495
857360.4
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
22.96
87893
2018041.65
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
25.72
10876
279743.58
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
7.88
3405
26836.44
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
8747
137774.7
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of 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.
91.44
1987
181746.14
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
10290
260851.5
Drainage Spouts complete as per drawing and Technical specification
16
817
13086.4
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. (A) Stone/Boulder
360.55
1158
417661.12
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
180.27
1840
331804.96
APPROACH ROAD PART Clearing and grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.)
0.18
88499
15929.91
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.)
116.55
154
18018.63
Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material obtained from Borrow pits 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.)
4699.58
129
610475.44
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.)
528.75
52
27812.25
Granular Sub-Base with Graded Material (Table:- 400-1) Gr-I (By Mix in Place Method)
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.
230.89
1437
331931.06
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.
140.63
1701
239225.69
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.)
937.5
80
75281.25
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
937.5
12
11812.5
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.)
937.5
148
139125
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using ) Type B seal coats.
937.5
54
50718.75
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).
100
545
54580
RETAINING WALL PART Excavation for structures in Ordinary soil - (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.) I (B) - Mechanical Means (i) (Depth upto 3m)
328
57
18827.2
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.
20.5
3376
69210.05
FILTER MEDIA - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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.
105
1645
172756.5
RePlain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(E) RCC Grade M25
Case - I (RCC Grade M25 using batching plant & Concrete pump)
142.5
4378
623907.75
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
F) RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump (p) Height upto 5m
105
4630
486244.5
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
8.59
87394
750896.12
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
9.52
87744
835068.21
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
150
110
16575
GUARD WALL PART Excavation for structures in Ordinary soil - (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.) I (B) - Mechanical Means (i) (Depth upto 3m)
156
57
8954.4
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.
31.2
3376
105334.32
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
(b) Random Rubble Masonry
98.93
3458
342159.3
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry
86.67
3468
300640.9
Reinforced cement concrete (PCC Grade M20) in substructure complete as per drawing and technical specifications.
1.5
4168
6252.3
CARRIAGE PART Sand, Kuju 40 Km (P) + 2 Km (K).
1062.81
778
827248.79
Stone Chips, Hata 65 Km (P) + 2 Km (K).
1170.91
1150
1346968.03
Stone Metal, Hata 65 Km (P) + 2 Km (K).
555.82
1240
689744.83
Stone Boulder, Hata 65 Km (P) + 2 Km (K).
853.14
1195
1020065.37
Bitumin, Bokaro 270 Km (P) + 2 Km (K).
2.01
2963
5956.03
Cement, Chaibasa 35 Km (P) + 2 Km (K).
477.09
777
371032.89
Steel, Chaibasa 35 Km (P) + 2 Km (K).
101.02
777
78563.25
Emulsion, Bokaro 270 Km (P) + 2 Km (K).
0.84
2963
2489.09
G.S.T @ 18%
22902153.3
-
4122387.59
Labour Cess 1%
27024540.89
-
270245.41
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