Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date26 Jan 2021
Closing Date15 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 6,42,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_105833_1Bid Award Id
ViewTender No
UP06147Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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Documents
BOQ Items
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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 lead upto 1000 m as per Technical Specification Clause 301.5 (Including all taxes but excluding GST & Royalty.)
12901.58
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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 (Including all taxes but excluding GST & Royalty.)
800.42
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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 (Including all taxes but excluding GST & Royalty.)
300
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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. (Including all taxes but excluding GST & Royalty.)
2844.32
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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) .
1351.05
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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) .
1651.48
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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). .
1481.81
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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 .
19811
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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. .
19811
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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. .
19811
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Providing & laying of premix seal coat Type C using VG-10 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) .
19811
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Brick edging on of the both side of S.O.B bricks 8CM (3") WIDE AND 12 CM (4 1/2) deep laid with mud mortar all labour finished to the required template and In proper alignment also including dressing and ramming the excavated earth including all labour, T&P sunrise required for proper comletion of work.
4.68
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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 .
300
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Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504..
800
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Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.575X.0.575 M and height 1.0 M above ground level in B/W 1:3 as per drawing and technical specifications .
20
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Providing and fixing of Level Pillars in having section .345X.345 M and Length 1.0 M above ground level in B/W 1:3 as per drawing and technical specifications .
206
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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 .
4
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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 .
1
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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 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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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) .
12
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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) .
22
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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) .
5
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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) (Including labour cess and other applicable levies and all taxes complete excluding GST).
22
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350 mm dia HPC
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.(Including all taxes but excluding GST & Royalty.)
51.2
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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 ..
4.9
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Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9..
14.7
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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..
75
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450 mm dia HPC
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(Including all taxes but excluding GST & Royalty.)
51.76
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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 ..
4.48
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Fillling in foundation trenches using Local Sand as per drawing and technical specification Clause 305.3.9..
10.72
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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..
60
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1000 mm dia HPC
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(Including all taxes but excluding GST & Royalty.)
53.24
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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.
5.25
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Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9.
28.63
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Laying Cement Concrete 1000mm 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..
7.5
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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).
18.59
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204.
31.12
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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(Including all taxes but excluding GST & Royalty.)
37.5
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Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification.
5.48
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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.
42.98
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6.00m Span RCC Culvert
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved meterial item no. 11.1(Including all taxes but excluding GST & Royalty.)
372.96
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.item no 9.9 SDB.
61.44
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Brick Masonary Work in 1:3 (1 cement : 3 C. sand) in sub structure and super structure complete excluding pointing and plastering as per drawing and technical specifications..
293.21
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Providing and laying reinforced cement concrete mix M25 (1:1.5:3) with stone aggregate 20 mm nominal size excluding supply of rainforcement but including its fixing in position and binding the same with binding wire and also including providing and fixing necessary centering and shuttering and its removal after complection of work and supply of all other material, Labour, T&P etc. complete as per MORD specification..
29.77
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specifications .
3.3
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Struck Pointing on brick work with cement & find sand in proportion 1:2 including racking the joints washing, cleaning and supply of material, labour & T & P etc..
174.87
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Painting,Writing,Lettering etc. on NumberPlates on culverts including all materials,Labour,T&P etc. required for proper completion of work.(Lump Sum).
1
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White washing two coats on parapet walls..
72
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Repair of CD
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)
72
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204.
144
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Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification.
60.48
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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.
1920.96
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Electric Pole Shifting.
3
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