Rural Development Department Tender
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Costs
EMD
₹ 4,56,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_86227_1Bid Award Id
ViewTender No
RDD/SD/GIRIDIH/03/2024-25/Gr04Tender 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
169.64
54081
318.8
Filling Annular Space around footing in rock
15.68
52937
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=
118.8
550150
4630.9
Sub-Total For 5 m to 10 m=
122.15
584182
4782.5
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
32.36
2839424
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
166
18343
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsSandy material
369.76
323392
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
148.82
244853
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
191
1049716
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
28.34
2490910
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
25.16
273652
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
103.52
205756
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
17.51
72985
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
0.15
13274
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
3081.1
400234
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.
225
11835
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
180
258768
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,
118.14
200967
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.
787.6
63244
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.
787.6
9923
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
787.6
116879
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.
787.6
42609
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
30.44
35261
1158.4
D. Guard 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
225.6
12949
57.4
Sand Filling in foundation trenches as per drawing & technical specification
20.4
11583
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.
60.72
204996
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed)
95.72
331057
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed)
192.92
669200
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
120
13260
110.5
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
1.38
796
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
4.5
18756
4168.2
E. Retaning Wall
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
276
15842
57.4
Sand Filling in foundation trenches as per drawing & technical specification
18.4
10447
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.
18.4
62120
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
110.7
484677
4378.3
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
42
194497
4630.9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
5.16
450957
87394.8
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
6.72
589645
87744.9
F. Carriage of Materials
Sand (Barakar) - 32 KM
653.91
411675
629.56
Cement (Bokaro)) - 60 KM
441.62
427311
967.6
Boulder (Dumari) - 25 KM
589.14
393298
667.58
Aggregate (Dumari) - 25 KM
1615.95
786967
487
Steel (Bokaro)- 60 KM
95.94
92831
967.6
Bitumen (Bokaro) - 60 KM
1.69
1635
967.6
Bitumen Emulsion (Bokaro) - 60 KM
0.63
609
967.6
Add. 18% GST
19158116.38
3448460
0.18
Add. 1% Labour Cess
22606577.33
226065
0.01
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