Road Construction Department Tender

View complete overview of Bihar RCD Tender

Road Construction Department

Civil Works Roads
Views191 Views
Downloads14 Downloads

Opening Date

19 Nov 2021

Closing Date

30 Nov 2021

Tender Amount

₹ 23,23,52,071

Costs

Summary

Nh-139 Jharkhand Border Maharajganj Se Baluganj Bedhni Deo Ora Sokya Baghoi Railway Station Deohara Baghoikala Deokund Basatar Keyal Hote Huye Mehandiya Nh-98 Tak (km 19.30 To 39.00) Length-19.70 Km

Description

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BOQ Items

ItemQuantityUnitsRateAmount
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means In area of non-thorny jungle
10.55Hectare-54155.25
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Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. By Mechanaical Means using Hydraulic excavator
33180Sqm-8.09
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Manual Means, Cement Concrete Grade M-15 & M-20
7.2Cum-505.16
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Dry Brick Pitching or Brick Soling
57.6Cum-248.52
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Upto 600 mm dia Hume pipe
7.5M-185.06
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
8662.25Cum-77.63
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
10343.79Cum-65.56
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
77903.96Cum-223.16
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
7960.53Cum-2556.83
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
15814.78Cum-2962.93
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Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
98309Sqm-35.78
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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.
98309Sqm-13.28
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. 19mm nominal size.
4915.45Cum-7316.9
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Providing and laying semi dense bituminous concrete grading II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. for GradingII(10 mm nominal size)
2457.73Cum-9579.79
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
3141.6Cum-7116.76
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th Kilometre Stone (precast)
4Each-3363.34
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)
17Each-1972.48
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast) Hecto metre stone
158Each-562.73
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
727.2Sqm-69.46
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
3380Sqm-704.69
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Bedding for Pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
48.51Cum-840.32
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Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
70M-6743.03
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 90 cm equilateral triangle
8Each-5118.92
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 60 cm equilateral triangle
164Each-3524.35
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 60 cm circular
15Each-4568.22
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80 cm x 60 cm rectangular
8Each-6187.45
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (v) 60 cm x 45 cm rectangular
10Each-4461.37
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (vi) 60 cm x 60 cm square
12Each-5201.11
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (vii) 90 cm high octagon
27Each-7765.58
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (viii) 90 cm x 30 cm rectangular for Hazard Marker
152Each-4461.37
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ix) 60 cm x 50 cm rectangular for Chevron Sign.
166Each-4707.95
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (i) Informatory Sign Board (BT & CC) (ii) Direction Sign Board (iii) Maintenance Sign Board
8Each-9012.54
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1816.66Cum-285.16
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Sand filling
54.16Cum-483.8
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
201.12Cum-4455.73
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M 20 Nominal mix (1:2:4)
725.71Cum-5187.85
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, R.C.C grade M 20
247.5Cum-5214.02
... more
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
17.33MT-61183.04
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar
52.22Cum-5935.71
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
288.32Sqm-138.31
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Providing weepholes in brick masonry/stone 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 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
80Nos-106.06
... more
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material
160.19Cum-747.72
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Brick Flat Soling - Providing 1st Class brick flat soling joints filled with local sand all complete jobs.
360.96Sqm-262.47
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, R.C.C M 25
35.72Cum-6074.38
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.88MT-62473.12
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
9.08Cum-11019.46
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.6M-272.65
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Seigniorage Fee for Construction Work
1No-2524773
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Labour Cess (1%) for Construction Work
1No-1877991
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1st Year Maintenance : Restoration of Raincuts/Berms with soil.moorum etc
1551.38Cum-362.05
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Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc.
8618.75Sqm-57.09
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Patch repair over Pot holes with 25 mm Semi-Dense Bituminous Concrete .
580.94Sqm-239.49
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Maintenance of C/D Works (Hume Pipe Culvert)
34No.-1267.39
... more
Maintenance of C/D Works (Slab Culvert)
11No.-2598.77
... more
Cutting of branches of trees and shrubs
34No.-116.05
... more
Cutting of shrubs from roadway
169No.-7.13
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Trimming of grass and weeds
423Sqm-2.38
... more
White washing of parapet walls of CD work and tree truncks
714Sqm-17.01
... more
2nd Year Maintenance:- Restoration of Raincuts/Berms with soil.moorum etc
1861.65Cum-362.05
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Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc.
10342.5Sqm-57.09
... more
Patch repair over Pot holes with 25 mm Semi-Dense Bituminous Concrete .
1161.88Sqm-239.49
... more
Maintenance of C/D Works (Hume Pipe Culvert)
34No.-1267.39
... more
Maintenance of C/D Works (Slab Culvert)
11No.-2598.77
... more
Maintenance of Road signs
19.7Km-1108.28
... more
Maintenance of 200 m and km stones
19.7Km-581.71
... more
Cutting of branches of trees and shrubs
34No.-116.05
... more
Cutting of shrubs from roadway
169No.-7.13
... more
Trimming of grass and weeds
423Sqm-2.38
... more
White washing of parapet walls of CD work and tree truncks
714Sqm-17.01
... more
3rd Year Maintenance :- Restoration of Raincuts/Berms with soil.moorum etc
2171.93Cum-362.05
... more
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc.
12066.25Sqm-57.09
... more
Repair of Pot holes filled with 75 mm BM X 1.25
130.71Cum-10574.3
... more
Patch repair over Pot holes with 25 mm Semi-Dense Bituminous Concrete .
1742.81Sqm-239.49
... more
Maintenance of C/D Works (Hume Pipe Culvert)
34No.-1267.39
... more
Maintenance of C/D Works (Slab Culvert)
11No.-2598.77
... more
Cutting of branches of trees and shrubs
34No.-116.05
... more
Cutting of shrubs from roadway
169No.-7.13
... more
Trimming of grass and weeds
423Sqm-2.38
... more
White washing of parapet walls of CD work and tree truncks
714Sqm-17.01
... more
4th Year Maintenance :- Restoration of Raincuts/Berms with soil.moorum etc
2482.2Cum-362.05
... more
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc.
13790Sqm-57.09
... more
Repair of Pot holes filled with 75 mm BM X 1.25
174.28Cum-10574.3
... more
Patch repair over Pot holes with 25 mm Semi-Dense Bituminous Concrete .
2323.75Sqm-239.49
... more
Maintenance of C/D Works (Hume Pipe Culvert)
34No.-1267.39
... more
Maintenance of C/D Works (Slab Culvert)
11No.-2598.77
... more
Maintenance of Road signs
19.7Km-1108.28
... more
Maintenance of 200 m and km stones
19.7Km-581.71
... more
Cutting of branches of trees and shrubs
34No.-116.05
... more
Cutting of shrubs from roadway
169No.-7.13
... more
Trimming of grass and weeds
423Sqm-2.38
... more
White washing of parapet walls of CD work and tree truncks
714Sqm-17.01
... more
5th Year Maintenance :- Restoration of Raincuts/Berms with soil.moorum etc
2792.48Cum-362.05
... more
Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc.
15513.75Sqm-57.09
... more
Repair of Pot holes filled with 75 mm BM X 1.25
217.85Cum-10574.3
... more
Patch repair over Pot holes with 25 mm Semi-Dense Bituminous Concrete .
2904.69Sqm-239.49
... more
Maintenance of C/D Works (Hume Pipe Culvert)
34No.-1267.39
... more
Maintenance of C/D Works (Slab Culvert)
11No.-2598.77
... more
Cutting of branches of trees and shrubs
34No.-116.05
... more
Cutting of shrubs from roadway
169No.-7.13
... more
Trimming of grass and weeds
423Sqm-2.38
... more
White washing of parapet walls of CD work and tree truncks
714Sqm-17.01
... more
Seigniorage Fee for Maintenance Work
1No-90104
... more
Labour Cess (1%) for Maintenance Work
1No-155081
... more
12% GST Amount (Construction Work+ Maintenance Work)
1No-24396870
Total Amount ₹ 2.9 Cr
Quoted Amount
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₹ 2.7 Cr
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