Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date31 Oct 2024
Closing Date28 Nov 2024
Tender Amount₹ 5,38,38,000
Costs
EMD
₹ 10,78,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137066_9Tender 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/
GEM & Bid Advisory Services
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Documents
BOQ Items
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)
142.2
5162
734059.68
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
1
21073
21073
Providing and fixing of Logo sign board 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
5
7752
38760
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
19047
19047
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.
-
-
-
Warning Signs 60 cm equilateral triangle
14
3057
42798
Stop Sign (900mm Octagonal)
6
5838
35028
village Signs 60 cm x 45 cm rectangular
10
3671
36710
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
5270
5270
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)
7
3157
22105.3
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)
28
834
23352
Brick work 1:4 with cement coarse sand and M 150 Class brick in substructure including all complete.
5.11
6996
35750.07
P.C.C (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification.
0.18
8197
1475.6
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
93.1
105
9775.5
Painting Letters size 2.5cm to 8cm complete including supply of all items labour and materials and T&P all complete.Main boards Vilages boards and others board 5
4800
1
5424
Renewal (Part 3)
-
-
-
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. Shoulders
2780
137
381138
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
1895.99
45
86078.04
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.
38984.5
14
580869.05
Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.3 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, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer 30mm thick
38984.5
643
25070931.95
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
1459.5
640
934517.85
ML12- G.T. Road Km. 295 to Gadhia (Length 5.150 Km.) Distt. Kannauj Group No. UP3909R
-
-
-
Initial Rehabilitation (Part 1)
-
-
-
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. 60% for Cutting of branches of trees shrubs and trimming of grass and weeds
4950
7
36135
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)
71.77
5314
381392.96
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
34.88
385
13433.85
Brick masonry work in 1:4 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification
16.04
7023
112684.43
Providing and Laying PCC 1:3:6 with cement c sand and 40 mmsballast including all complete as specified.
8.72
7974
69528.79
Plastering with cement mortar (1:4), 12mm thick on brickwork in substructure as per technical specification
93
237
22115.4
P.C.C (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification.
2.71
8197
22240.63
Tor steel in plain work such as reinforcedconcrete or reinforced brick work (when notincluded in overall rates). Wrought torequired shaps as necessary includingbending for proper completion of work andincluding supply of its wastage bend hooksand authorised overlapping shall bemeasured upto Plinth level .
0.7
7008
4933.77
Providing units of reinforced cement concrete grade M 20 in T-Beam column and sleb roofs excludingsupply of reinforcement & its bending including necessary centering & shuttering etc. & also inc. supply of all materials , labour T.& P. etc required forproper completion of the work .with curingcompete. beam column and sleb
0.9
9795
8786.47
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 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 no 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 thiock 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 fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, 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
93.75
9641
903843.75
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
5.15
863
4446.51
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
84
105
8820
Painting Letters size 2.5cm to 8cm complete including supply of all items labour and materials and T&P all complete.Main boards Vilages boards and others board 5
3000
1
3390
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
5327
5327.7
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)
4
3197
12790.4
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)
14
840
11772.6
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.
-
-
-
Warning Signs 60 cm equilateral triangle
10
5651
56518
Stop Sign (900mm Octagonal)
3
8524
25574.67
village Signs 60 cm x 45 cm rectangular
10
5054
50540.9
Renewal (Part 3)
-
-
-
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
1545
137
211819.5
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
956.95
45
43445.53
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.
18933.75
14
282112.88
Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.3 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, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer 30mm thick
18933.75
646
12246349.5
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
999.1
640
639723.73
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