Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Eprocure
Opening Date29 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 2,47,45,000
Costs
EMD
₹ 4,95,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_136997_6Tender No
1423/52 com peri.rene./pmgsy circle/24 dt 28.10.2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
NH 75 E Windhamganj to Dalapipar
15750
5
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 Grading -3 Material (53-22.4 mm size ) for Pot Holes Repair
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Mahuli to Karahiya via dumara
123.34
3502
-
NH 75 E Windhamganj to Dalapipar
59.06
3080
-
Stone Masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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-
-
Mahuli to Karahiya via dumara
190
5240
-
NH 75 E Windhamganj to Dalapipar
7.5
4824
-
Pointing with cement mortar (1:3) on stone masonary as per drawing and technical specification Clauses 613.3 and 1204
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-
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Mahuli to Karahiya via dumara
360
69
-
NH 75 E Windhamganj to Dalapipar
54
68
-
Plastering with cement mortar (1:4), 15 mm thick on stone masonary in substructure as per technical specification Clauses 613.4 & 1204
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-
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Mahuli to Karahiya via dumara
6
184
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NH 75 E Windhamganj to Dalapipar
6
174
-
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 Panels ( 0.50 X0.50 ) thickness 125mm
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Mahuli to Karahiya via dumara
16.41
7476
-
NH 75 E Windhamganj to Dalapipar
-
-
-
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
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Mahuli to Karahiya via dumara
320.31
19
-
NH 75 E Windhamganj to Dalapipar
317.79
19
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
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Mahuli to Karahiya via dumara
25
98
-
NH 75 E Windhamganj to Dalapipar
33.75
98
-
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
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-
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Mahuli to Karahiya via dumara
120
103
-
NH 75 E Windhamganj to Dalapipar
48.75
103
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Reinforced Cement Concrete M-15 grade 200 (Hecto) Metre Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1705
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Mahuli to Karahiya via dumara
17
616
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NH 75 E Windhamganj to Dalapipar
11
586
-
Reinforced cement concrete M-15 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
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-
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Mahuli to Karahiya via dumara
4
3536
-
NH 75 E Windhamganj to Dalapipar
2
2964
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign 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 reflactive 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 of required shade and colour supported and welded on 47 mmx 47 mmx 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings Clause 1701.2.2 (Cautionary Board (600 mm x 450mm Rectangular)
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Mahuli to Karahiya via dumara
4
2107
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NH 75 E Windhamganj to Dalapipar
3
2072
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign 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 reflactive 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 of required shade and colour supported and welded on 47 mmx 47 mmx 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings Clause 1701.2.2 (Cautionary Board (600 mm x 600mm triangle)
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Mahuli to Karahiya via dumara
8
2000
-
NH 75 E Windhamganj to Dalapipar
4
1964
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Providing and laying stone set pavement on prepared surface with sub-base 100 mm thick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thick compacted water bound macadam grading 2 as per Clause 405.3. The 150 mm thick hammer desired stones are laid in the herring one or stretched bond pattern. The stones are compacted into the bedding sand of 40 mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are filled with fine sand stone dust as per Technical Specification Clause 413.4
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Mahuli to Karahiya via dumara
78.75
351
-
NH 75 E Windhamganj to Dalapipar
-
-
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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
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Mahuli to Karahiya via dumara
3
7313
-
NH 75 E Windhamganj to Dalapipar
3
7227
-
Providing and fixing of reflective typical Periodical Renewal 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
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Mahuli to Karahiya via dumara
1
19934
-
NH 75 E Windhamganj to Dalapipar
1
19763
-
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
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Mahuli to Karahiya via dumara
1
17908
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NH 75 E Windhamganj to Dalapipar
1
17738
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Renewal (Part 3)
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-
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
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Mahuli to Karahiya via dumara
2550
66
-
NH 75 E Windhamganj to Dalapipar
1575
66
-
Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification clause 502.
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Mahuli to Karahiya via dumara
1644.56
54
-
NH 75 E Windhamganj to Dalapipar
787.5
54
-
Providing and applying Tack Coat with Bitumen VG-10 using emulsion/ bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepared granular/bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Mahuli to Karahiya via dumara
24327.65
15
-
NH 75 E Windhamganj to Dalapipar
16228.5
15
-
Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 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 MORT&H specification clause No. 507 complete in all respects (Bituminous Concrete 30mm Thick Using Waste Plastic)
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Mahuli to Karahiya via dumara
729.83
10186
-
NH 75 E Windhamganj to Dalapipar
486.85
9582
-
Providing and Laying hot applied Thermoplastic compound 2.5mm thick including reflectoriseing glass beads @250 gm/sqm area, thickness of 2.5mm each exclusive of surface applied glass beads as per IRC:35-2015 the finished surface to be lavel, uniform and free from streaks and holes as per MoRTH - 803 (8.13) rate as per Lucknow SOR
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Mahuli to Karahiya via dumara
1320
618
-
NH 75 E Windhamganj to Dalapipar
840
618
-
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