Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 11,30,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122909_7Bid Award Id
ViewTender No
PMGSY-III-NIT-58Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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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.SOR Item No.-2.2
3
-
57699.09
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Scarifying the existing bituminous road surface and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.SOR Item No.-3.2
11373
-
14.08
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Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I)
1088.29
-
143.67
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3
544.15
-
43.32
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Construction of Embankment with Material Obtained from Borrow Pits
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 with a lead upto 250m as per Technical Specification Clause 301.5SOR Item No.-3.4 (B)
10803.64
-
143.06
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Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 500 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii)
7202.43
-
190.33
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead from 250 m to 500 m as per Technical Specification Clause 303.1.Subgrade (New BT) Subgrade (Earthen to PCC) SOR Item No.-3.14 (C)
180
-
190.33
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Construction of granular sub-base by providing well graded material (Grading II) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401SOR Item No.-4.1.401 A (i)
677.6
-
1843.91
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Stabilized Sub base / Base: WITH NANOTECHNOLOGY
Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% GSB Grade-II as per mix design. For Grading II MaterialSOR Item No.-4.1 (iii) (A (ii)
613.58
-
2047.31
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Wet Mix Macadam
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.SOR Item No.-4.9
3780.68
-
2493.55
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Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502SOR Item No.-5.1 (i)
18903.41
-
52.66
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50SOR Item No.-5.2 (iii) 503
18903.41
-
17.75
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Bituminous Macadam using waste Plastic
Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) 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.SOR Item No.-A.3.1.2 (504)
945.17
-
8220.27
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Bituminous concrete Grading- II (RCD-5.19B) using waste Plastic
Providing and laying bituminous concrete ( replacing bitumen by 8% with waste plastic ) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects.SOR Item No.-A.3.1.5
Suggestive (B)
756.14
-
11265.04
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Cement Concrete Pavement
Construction of un-reinforced, 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 1501SOR Item No.-6.4 (a)
469.54
-
6092.69
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Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSYSOR Item No.-
3885
-
24.28
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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.) i) Ordinary Soil (Excavation upto 3.0m depth)SOR Item No.-11.1 (I)
1062.61
-
306.49
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing & Technical Specification Clause 1109SOR Item No.-11.4 (i)
26.01
-
4831.42
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Stone masonry work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203
Random Rubble Masonry
In 1:4 cement mortarSOR Item No.-11.6 III (ii)
549.51
-
3806
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Random rubble masonry In 1:4 cement mortarSOR Item No.-12.4 III (ii)
531.12
-
4191.36
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Providing Concrete (M20) for plain/reinforced concrete in head wall comp;ete as per drawings and techical sepecifications clause 802,803, 1202 & 1203SOR Item No.-11.4 (iii)
0.75
-
5167.25
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Providing and laying reinforced cement concrete pipe NP3 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 parapaets clause 1106.
1000 mm dia (Single row)SOR Item No.-9.3 (B)
22.5
-
5692.77
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Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.SOR Item No.-11.2
234.99
-
992.11
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203SOR Item No.-11.4 (II)
117.22
-
4655.38
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weightSOR Item No.-13.16
105
-
265.31
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Boulder soaling work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203SOR Item No.-11.6 (ii)
8.85
-
4228.5
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.SOR Item No.-12.3
333.48
-
150.5
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Backfilling in Foundation trenches as per drawing and technical specification clause 1108.SOR Item No.-11.2 (II)
57.66
-
196.7
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesSOR Item No.-10.5
153.48
-
98.19
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement compete as per drawing and Technical SpecificationsSOR Item No.-13.1 (III)
58
-
6470.45
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specificationsSOR Item No.-13.2
7.41
-
88930.42
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Pointing with cement mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204
SOR Item No.-12.2
771.95
-
68.68
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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, 1204.3.7SOR Item No.-12.9
383
-
107.59
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Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615.SOR Item No.-12.5
32.74
-
5416.1
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Dismantling of Structures
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
Plain Cement Concrete SOR Item No.-2.5 I (B)
25.03
-
433.17
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Dismantling of Structures
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
Reinforced Cement Concrete SOR Item No.-2.5 I (C)
59.2
-
1243.18
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Dismantling of Structures
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
Rubble stone masonry in cement SOR Item No.-2.5 III (B)
247.52
-
279.93
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Kilometre Stone
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 17035th Kilometre Stone (Pre-cast) SOR Item No.-10.1(III)
1
-
3169.49
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Kilometre Stone
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 1703Ordinary Kilometer Stone (Pre-cast) SOR Item No.-10.1(III)
6
-
1871.41
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Kilometre Stone
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 1703200m Stone (Pre-cast) SOR Item No.-10.1(III)
25
-
563.75
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Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 170415 Nos Per KM SOR Item No.-10.11
87
-
585.96
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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 SOR Item No.-10.16 PMGSY Logo Board
2
-
12461.04
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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 SOR Item No.-10.16 Maintenance Board
1
-
12461.04
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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 SOR Item No.-10.2 B (1)(ii) 600 mm equilateral triangle Left Hand & Right Hand Curve
62
-
1813.22
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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 SOR Item No.-10.2 B (1)(vii) 900 mm side octagon Stop Sign
10
-
1813.22
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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 SOR Item No.-10.2 B (1)(vii) 600 mm x 450 mm rectangular School Place Sign Board (Village sign bord) 600 mm x 600 mm square (Citizen signage )
14
-
1813.22
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Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings. SOR Item No.-8.15
29
-
675.62
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Rumble Strip
at sharp bends on the alignment SOR Item No.-0.01
67.5
-
350
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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. SOR Item No.-10.8
1153.6
-
566.4
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Maintainance for 1st year
1
-
276835
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Maintainance for 2nd year
1
-
379581
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Maintainance for 3rd year
1
-
685117
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Maintainance for 4th year
1
-
814631
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Maintainance for 5th year
1
-
984456
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GST @ 18%
1
-
18
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Labour Cess @ 1%
1
-
1
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