Uttar Pradesh Rural Road Development Agency Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 3,75,96,000
Costs
EMD
₹ 7,53,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UPRRD_137053_5Tender No
1354/RED/NIT/24-25 Dt-26-10-2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Construction of Panel 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,Curing compound(where specified) and water finishing to lines and grade as per drawing and technical specificationClause 1501. PCC grade M30 each Panel(0.50x0.50 m.) (Road A)
68.4
8189
560127.6
Same as above for Road B
94.62
8189
774843.18
Brick Soling- Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412(Including Royality, Labour cess and Other Applicable LevIes and all Taxes Complete Excluding GST) Road A
460
455
209530
Same as above for Road B
184
455
83812
Dismantling of existing damage 80mm thick interlocking Tiles including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (2.6 D) (Road A)
22.85
303
6934.98
Same as above for Road B
97.4
303
29560.9
Relaying of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (Road A)
285.67
101
28881.24
Same as above for Road B
1217.52
101
123091.27
P/L of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (Road A)
228.54
689
157509.77
Same as above for Road B
811.68
689
559409.86
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.(Road A)
22.34
385
8600.9
Same as above for Road B
44
385
16940
Providing concrete for plain concrete in open foundations complete in 1:3:6 as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Ch.11.4 (I-ii)(Road A)
5.59
6158
34428.25
Same as above for Road B
11
6158
67747.9
Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Ch.11.50)(Road A)
19.11
5331
101877.32
Same as above for Road B
37.63
5331
200609.29
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (Ch.12.3 )(Road A)
81.34
198
16105.32
Same as above for Road B
160.19
198
31717.62
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Prop 1:2:4) machine mixed.(Road A)
0.56
6919
3874.98
Same as above for Road B
1.11
6919
7680.76
R.C.C grade M 20 Nominal mix (1:1.5:3) Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Road A)
5.63
6888
38745
Same as above for Road B
5.63
6888
38745
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC. (Road A)
0.43
70082
30205.47
Same as above for Road B
0.43
70082
30205.47
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.(Road A)
27
385
10395
Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (11.50)(Road A)
22.5
5331
119949.75
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (12.3 ) (Road A)
48
198
9504
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Prop 1:2:4) machine mixed. (Road A)
1.05
6919
7265.58
Providing & Fixing Kilo Metre Stone withR.C.C. M15 grade 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) (Road A)
4
2706
10824
Same as above for Road B
2
2706
5412
Providing & Fixing Hecto Metre(200 M)Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200m Stone (Precast) (Road A)
12
753
9039.6
Same as above for Road B
4
753
3013.2
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 (Road A)
2
7307
14615.6
Same as above for Road B
2
7307
14615.6
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. (Road A)
1
20127
20127.4
Same as above for Road B
1
20127
20127.4
Providing and fixing of reflective Citizen information sign board 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 (Road A)
1
19199
19199.1
Same as above for Road B
1
19199
19199.1
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.(Road A)
1
18122
18122.3
Same as above for Road B
1
18122
18122.3
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. (60cm equilateral triangle with diffinitation plate (20 cm x 60 cm) for turn board) (Road A)
4
3997
15990.4
Same as above for Road B
2
3997
7995.2
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 . (45x60cm Single Chevron (rectangular for Cautionary Board). (Road A)
4
5011
20045.6
Same as above for Road B
5
5011
25057
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. (60x60cm rectangular with diffinitation plate (20 cm x 50 cm) for village board. (Road A)
3
5835
17506.2
Same as above for Road B
2
5835
11670.8
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. ( 90 cm height Octagon Stop Sign) (Road A)
1
8539
8539.2
Same as above for Road B
1
8539
8539.2
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915(Ch.15.113). (Road A)
5.76
36
211.85
Same as above for Road B
12
36
441.36
Maintenance of 200 metre km stone and km stones 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 (Ch.15.11 )(Road A)
9.1
863
7859.67
Same as above for Road B
5.15
863
4448.06
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 (Ch.15.09 )(Road A)
9.1
1131
10292.1
Same as above for Road B
5.15
1131
5824.65
Part-2 (Renewal)
-
-
-
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 upto 1000 m as per Technical Specification Clause 303.1.(Road A)
2037.49
118
240423.82
Same as above for Road B
778.75
118
91892.5
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 1000 m as per Technical Specification Clause 301.5 (Carted Earth)(Road A)
68.4
309
21135.6
Same as above for Road B
339.6
309
104936.4
Providing and applying Prime Coat (Low porosity) 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 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i )) (Road A)
1954.43
45
88144.79
Same as above for Road B
852.9
45
38465.79
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.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii ))(Road A)
36250.22
14
536503.24
Same as above for Road B
17891.21
14
264789.88
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,with Waste Plastic New Technologi, 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(Road A)
1127.05
11064
12469703.33
Same as above for Road B
552.52
11064
6113114.47
Road Safety -Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. (Road A)
1801.54
640
1153886.37
Same as above for Road B
900.35
640
576674.18
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. As per DSR 16.50 (Road A) (Road A)
924
154
142758
Same as above for Road B
678
154
104751
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%