Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Excavation
Eprocure
Opening Date1 Nov 2024
Closing Date28 Nov 2024
Tender Amount₹ 1,78,01,000
Costs
EMD
₹ 3,57,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137066_18Tender No
2973/T-253/UPRRDA/2024-25 Dt 17-10-2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
127.5
3252
414754.95
Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (WBM III)
79.7
4903
390838.44
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbase with 43-grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing 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 th 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, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 125mm
131.25
7734
1015088.81
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
19657
39314.56
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
19336
38673.04
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
18259
18259.68
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
4
7378
29515.4
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
21
2090
43905.33
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
8
2090
16725.84
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.
5th Kilometer Stone (Precast)
1
4710
4710.21
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.
Ordinary Kilometer Stone (Precast)
2
2772
5545.98
Reinforced cement concrete M15 grade hectometre 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.
200 m Stone (Precast)
22
765
16842.54
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
5.95
1376
8191.25
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
5.95
864
5145.68
Providing & laying of Rubber Moulded Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB ) Prefer Zig Zag
1275
633
807559.5
CD
-
-
-
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 side
303.96
385
117094.51
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
41.02
6292
258136.81
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
7.6
6428
48858.96
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix)
109.64
7099
778418.78
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
6.89
69882
481487.53
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
300
217
65112
Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
90
2328
209530.8
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
64.8
82
5323.97
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
1.28
210
268.86
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
132.16
103
13739.35
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
1.52
3271
4973.21
Dewatering
150
20
3000
Renewal (Part3)
-
-
-
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
1995
140
280117.95
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
237.38
211
50163.14
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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
1062.67
45
48192.08
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
21468.75
14
319240.31
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler and Waste Plastic 8% of Bitumen , 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. 509 complete in all respects (Waste Plastic Technology)
644.06
10466
6741215.01
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1309.66
618
809369.88
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
605
325
196625
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