Rural Development Department Tender
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Costs
EMD
₹ 4,81,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_86224_1Bid Award Id
ViewTender No
RDD/SD/GIRIDIH/03/2024-25/Gr03Tender Authority
Rural Development Department ViewPurchaser Address
-
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Documents
BOQ Items
Excavation for strucutres 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 bo
387.76
123617
318.8
Filling Annular Space around footing in rock
122.62
413977
3376.1
PCC 1:3:6 in FoundationPlain 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.
20.61
69581
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M25RCC Grade M25 using batching plant,transit mixer & Concrete pump
257.61
1127893
4378.3
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
19.48
1702450
87394.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M25RCC Grade M25 using batching plant, transit mixer & concrete pump
Sub-Total For Upto 5 m=
143.78
665830
4630.9
Sub-Total For 5 m to 10 m=
129.26
618185
4782.5
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
35.62
3125473
87744.9
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
0.81
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 technica
174
19227
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material
435.15
380582
874.6
Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger s
174.57
287220
1645.3
RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m
156
857360
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
23.01
2022436
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
21.78
236890
10876.5
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
91.52
181905
1987.6
Drainage Spouts complete as per drawing and Technical specification
16
13086
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump
5.73
19514
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
16.49
144247
8747.6
Strip Seal Expansion JointProviding 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 authoris
25.35
260851
10290
B. Protection Work
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
241.2
279406
1158.4
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
120.6
221976
1840.6
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M20Height upto 5mPCC Grade M20 using batching plant, transit mixer & concrete pump
31.91
133007
4168.2
C. Approch 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 o
0.23
20354
88499.5
Construction of Embankment 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 an
14660.46
1904393
129.9
Compacting Original groundCompacting Original ground supporting sub-gradeLoosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
337.5
17752
52.6
Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction 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 e
270
388152
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,
174.39
296654
1701.1
Prime Coat over WMM/WBMProviding 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.
1162.6
93356
80.3
Tack Coat on Bituminous surfacesProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1162.6
14648
12.6
Open-Graded Premix SurfacingProviding, 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 pr
1162.6
172529
148.4
Seal CoatCase-II : Type BProviding 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.
1162.6
62896
54.1
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
66.26
76755
1158.4
D. Guart Wall Part
Excavation for strucutres 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 bo
300.8
17265
57.4
Sand Filling in foundation trenches as per drawing & technical specification
27.2
15444
567.8
PCC 1:3:6 in FoundationPlain 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.
80.96
273329
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)
127.6
441317
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed)
257.2
892175
3468.8
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 technica
160
17680
110.5
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
1.84
1062
577.4
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M20Height upto 5mPCC Grade M20 using batching plant, transit mixer & concrete pump For Coping
6
25009
4168.2
Carriage of Materials
Sand (Barakar) - 32 KM
688.63
433533
629.56
Cement (Bokaro)) - 60 KM
428.09
414219
967.6
Boulder (Dumari) - 27 KM
730.74
510524
698.64
Aggregate (Dumari) - 237 KM
1815.47
938162
516.76
Steel (Bokaro)- 60 KM
81.5
78859
967.6
Bitumen (Bokaro) - 60 KM
2.49
2409
967.6
Bitumen Emulsion (Bokaro) - 60 KM
0.93
899
967.6
Add. 18% GST
20201391.87
3636250
0.18
Add. 1% Labour Cess
23837642.41
238376
0.01
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