Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date17 Nov 2021
Closing Date7 Dec 2021
Tender Amount₹ 3,33,13,109
Costs
EMD
₹ 7,11,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_114119_1Bid Award Id
ViewTender No
UP4871Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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
9848.2
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Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts 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
188.27
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Construction of HARD SHOULDERS with quarry material 6.7mm grit by mix in place method normal construction of granular sub base by providing quarry material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)
3893.76
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
16.88
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (By mechanical means )
14456.25
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
7.5
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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)
1008.79
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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)
1896.47
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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)
1790.67
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502
23875.58
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Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5
620.76
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller (Coat Ist)
23875.58
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller (Coat IInd)
23875.58
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Brick on Edges on both side of the road with 1st class bricks 8cm (3') wide 12 cm (4.5') deep laid with mud mortar including all materials labour T&P etc. copmplete.
6.28
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Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
103
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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
27
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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 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 angl
1
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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)
12
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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)
5
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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)
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)
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)
26
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Painting lines, dashes, arrows, etc. on roads with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1002.3
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Shifting of Electric / Telephone lines
4
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Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
18.75
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Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
937.5
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CD ITEMS
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
460
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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
34.94
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Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
45.59
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (1:3)
111.57
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (1:4)
6.27
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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)
10
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Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (2X1000)
20
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
210.76
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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
987.5
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Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
0.97
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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
30
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R.C.C grade M 20 (1:2:4) nominal mix
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
38.94
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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
97.23
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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
250
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Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
17.25
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Approach Slab 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)
19.4
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Wearing Coarse
Plain/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-25 (nominal mix)
79.96
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
9.74
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Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
23.23
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Marking of Culvert including Supply of all material, labour, T & P etc. required of proper completion of work.
3
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Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
46.02
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
53
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 using Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
19.09
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
12.73
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Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
23.22
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Boring holes to be used for dewatering
3
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Dewatering
300
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