Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date2 Jun 2021
Closing Date16 Jun 2021
Tender Amount₹ 5,15,66,000
Costs
EMD
₹ 10,32,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_110469_1Bid Award Id
ViewTender No
UP2998Tender 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
Checklist for Bidders but this will not be treated as SBD clauses
BOQ Items
Construction of Embankment with approved soil with a lead 50 m, lift upto 1.5 m ,laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
30649.14
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Construction of Embankment with approved soil deposited at site from roadway cutting and excavation from trench and foundation of other structure with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1530.23
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Construction of Embankment with approved soil with all lift and lead,laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 Carted earth work in abadi bhag
3452
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Construction of Subgrade and Earthen Shoulder with approved soil , lead 50 m and lift upto 1.5 m ,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
4756.73
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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 Carted earth work in abadi area
364.5
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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)
1537.54
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Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 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 2 as per Technical Specification Clause 405. (WBM II)
2575.75
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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 2 as per Technical Specification Clause 405. (WBM III).
2408.91
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granual base including cleaning of road surface & spraying primer@ 0.7 to1.00 kg per sqm using mechanical means as per tech. spec. clause 502
32118.75
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providing & applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydrauilc broom as per Tech. Specification Clause 503.
32118.75
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20 mm Thick open graded premix Carpet using Bituminous (penetration grade/modified bitumin) binder. - P/L and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 to 5.6 aggregate using 80/100 grade bitumin to required line grade and level to serve as wearing coarse on a previously prepared base my mechanical means including mixing in a suitable plant,laying and rolling with a three wheel 80-100 KN Static roller capacity, finished to required level and grade to be followed by seal coat as per tech. spec. clause 508. (BY USING WASTE PLASTIC TECHNOLOGY)
32118.75
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Providing & laying of premix seal coat Type C using VG-30 bitumen @ 6.50 Kg/10 sqm sealing the voids in a bituminous surface laid to the spcified levels, grade and cross fall using [as per MORD Spcification Clause 510 ,Sr No 5.12 - (IV)] using Mechenical means (Case-III type-C)
32118.75
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Brick edging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.50") deep laid with mud mortor including all materials, labour, T & P etc. complete.
8.43
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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 sand and 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
843.75
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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
150
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Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
400
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-
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35 X.0.35 M and height 0.3 M above ground level in B/W 1:3 as per drawing and technical specifications
35
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Providing and fixing of precast RCC level pillar in M-15(1:2.5:5) Normal mix having section .15 X .15 M and length 1.5M Which will be reused as boundry / guard stones on curves including painting with specified colours after completion of work) as per drawing and technical specification
348
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Construction of covered Drain in Abadi Bhag as per details and drawing.
-
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Earthwork in excavation for structures as per drawing & technical specifications clause 305.1 including setting out,construction of shoring & bracing ,removal of stumps & other deleterious matter ,dressing of sides & bottom, backfilling the excavated earth to the remaining earth locally for roadwork [as required extent and utilising the per MORD - 302(i) Sl 3.5 ]
231.85
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-
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:3)
93.01
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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
57.96
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Plastering with cement mortar 1:4 C:CS deep variety ( cut or weather ) on Brick & Tile work including supply of all materials , labour and T & P reqd. for proper completion of the work] as per Drawing &Technical specification clauses 613.3 and 1204 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 12.2,[MORD Specification 600],
714.44
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Providing concrete for plain/reinforced concrete M20 (1:2:4) in Sub Structure complete as per drawings and technical specifications Clause 802, 804, 805,806,807, 900.1202 & 1204
5.05
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover) .
25.61
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.01
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Repair of Existing Damaged Culverts
-
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 .
48
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 .
48
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Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification.
20.16
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915 .
640.32
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350 mm dia. H/P Culvert
-
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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
56.3
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-
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
5.36
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Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9
16.2
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Laying Cement Concrete 350mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
82.5
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-
450 mm dia. H/P Culvert
-
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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
32.35
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-
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
2.81
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Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9
6.69
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Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
37.5
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600 mm dia H/P Culvert
-
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-
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
77.07
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-
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
7.08
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Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9
10.91
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Laying Cement Concrete 600mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
22.5
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4)
49.74
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-
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
79.67
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-
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
42.73
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-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
10.08
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915
89.75
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1*1000 mm dia H/P Culvert
-
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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
279.84
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-
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
37.41
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-
Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9
49.05
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-
Laying Cement Concrete 1000 mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
45
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-
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4)
105.26
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-
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
208.02
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-
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
607.5
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-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
28.35
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915
236.37
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2*1000 mm dia H/P Culvert
-
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-
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
141.36
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-
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
20.82
-
-
Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9
4.57
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-
Laying Cement Concrete 1000 mm dia Pipe NP3 (burried conduits) on first class bedding of granular material Double row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
30
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-
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4)
42.7
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-
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
82.8
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-
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
166.65
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-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
11.87
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-
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915
94.68
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Road Furnitures
-
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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
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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 .
2
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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 .
6
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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)
6
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Providing and fixing of semi reflective Direction 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) .
7
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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
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Reinforced cement concrete M15 grade 5th 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
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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)
8
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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)
34
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