Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date27 Jan 2021
Closing Date15 Feb 2021
Tender Amount₹ 5,39,74,000
Costs
EMD
₹ 10,80,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_105919_1Bid Award Id
ViewTender No
UP3276Tender 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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Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications MORD 100
24
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Scarifying the existing Bituminous surface including picking up /scarrified material & stacking of old servicable material within a lead of 100 m as directed by E-In Charge.As per PWD SI No 772
16200
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Lime Stabilisation for Improving subgrade
Laying and spreading available soil in the subgrade on a prepared surface. pulverising mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 percent of contents of CaO. grading with motor grader and compacting with the smooth wheeled road roller at OMC to the desired density to from a layer of improved Sub-grade as per Technical Specification Clause 403.
1105.16
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Providing Earthwork in embankment with approved material with 50 meter lead, laying in 15 cm thick compacted layers, breaking clods, dressing to required lines , curves, grade & section , watering and compaction at 97% proctor density to meet requirement as per MORD Specification clause 301.5 pg 3-3 Sl 3.4
24997.8
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Earthwork in excavation as per drawing and technical specifications Clause 302 (ii) 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 MAKING TRENCHES FOR GSB
3432.09
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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
259.3
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Construction of granular sub-base by providing well graded material Grade-1 spreading in uniform layers on prepared surface mixing by mix in place method rotavator at OMC & compacted with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 of MORD (sl no. 4.1)
2288.06
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Construction of granular sub-base by providing Grade-3 material spreading in uniform layers on prepared surface mixing by mix in place method rotavator at OMC & compacted with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 of MORD (sl no. 4.1) IN Shoulder
1078.2
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Providing ,Laying spreading & compacting stone aggregate of specific sizes to water bound macadam specification 75 mm compacted thickness ,including spreading in uniform thickness, handpacking,rolling with 3wheeled steel/vibratory roller of 8-10 tonne in stages to proper grade and camber,applying &brooming, requisite type of screening /binding materials to fill up the intersices of coarse aggrgate,watering & compacting to the required density making necessary earthen bunds to protect edges, lighting, guarding, barricading and maintenance of diversion etc. and including all lead for metal as per MORD specification clause 405 sr no 4.7-(2) - WBM Gr-II of stone ballast (45 - 63 mm size )
4506.55
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Providing ,Laying spreading & compacting stone aggregate of specific sizes to water bound macadam specification 75 mm compacted thickness ,including spreading in uniform thickness, handpacking,rolling with 3wheeled steel/vibratory roller of 8-10 tonne in stages to proper grade and camber,applying &brooming, requisite type of screening /binding materials to fill up the intersices of coarse aggrgate,watering & compacting to the required density making necessary earthen bunds to protect edges, lighting, guarding, barricading and maintenance of diversion etc. and including all lead for metal as per MORD specification clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast
2211.13
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Providing and applying primer coat with bitumen Emulsion S.S.1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
29481.75
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.a) VG-30(60/70)
1474.09
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Providing and applying tack coat by using emulsion R.S.1 distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
29481.75
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix plant, laying with paver finisher and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Bitumen VG-10
29481.75
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Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (VG-10)
29481.75
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Brick masonry in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification. MORD 600, 1202, 1203 (11.5 (i))
24.84
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Cement Concrete Pavement
Providing and laying un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design using M30 grade concrete mixed in concrete mixer as per mix design laid over prepared sub-base complete as per drawing and technical specification clause 1501 ,As per SOR 202-21 Ch.6,SI 6.4,Road work Ch- 650 to 1050
132
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
274.17
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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
50.44
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Providing concrete for plain/reinforced concrete M15 (1:2:4) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3.75
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Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix)
5.7
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
668.3
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Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
150.56
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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
380.9
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Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
10.27
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.67
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia pvc pipe (6 kg ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
200
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Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
20
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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
112.5
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Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
16
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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 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 semi reflective curvature 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)
10
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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)
4
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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. 5th Kilometer Stone (Precast)
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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)
6
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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)
24
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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
2
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Providing and laying of hot tharmoplastic campound 5mm thick including reflectorising glass beads@250 gms/sqm.area thickness of 5mm is exclusive of surface applied glass beads as per IRC-35.the finished surtface to be level uniform and free from streaks and holes.As per Chief Engineer (Mid Zone) PWD Lucknow letter no.8548 dated 25.10.2012 (Repeated Bars)
1114.2
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