Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Apr 2022
Closing Date12 May 2022
Tender Amount₹ 3,70,65,000
Costs
EMD
₹ 8,06,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_117041_1Tender No
1966/RED/PMGSY-3/BATCH-1/DT. 28.03.2022Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Level Pillar as per drawing attached with PVC pipe with filling CC in 1:3:6 including all tax and labours.
160
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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 a lead upto 1000 m as per Technical Specification Clause 301.5
10335.38
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Same as above item but for carted earth work
341.45
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
698.89
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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.
5147.99
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. RBM Mix (Using naturally occuring gravel )
953.44
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Providing, laying, spreading and compacting stone aggregates of (63 mm to 45 mm) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
2526.63
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Providing, laying, spreading and compacting stone aggregates of (53 mm to 22.4 mm )sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. .......)
1592.91
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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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
17391.5
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Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer ( Bitumen Boiler oil fired capicity 1000 ltr. and Mixall 6-10 ton capicity) duly heated to 160 degree C as per Technical Specification Clause 507.2.5 ( 19mm Size @ 0.015 Cum/Sqm + 13.00 Size @ 0.011 Cum/Sqm
452.18
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Providing and laying surface dressing as wearing course in single coat using precoated 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 by Mechanical Means (Surface Cleaning by Machanical Broom and Air Compressor, Chip spreading by Hydraulic self Propelled chip spreader, Bitumen Laying for Tack coating by Bitumen Pressure distubutor on prepared surface ) As per MORTH Technical Specification Clause 510 Case-I
1st Coat with 19.00 Nominal Size
17391.5
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Providing and laying surface dressing as wearing course in single coat using precoated 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 and Vibratory roller by Mechanical Means (Surface Cleaning by Machanical Broom and Air Compressor, Chip spreading by Hydraulic self Propelled chip spreader, Bitumen Laying for Tack coating by Bitumen Pressure distubutor on prepared surface ) As per MORTH Technical Specification Clause 510 Case-II
2nd Coat with 13.00 Nominal Size
17391.5
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Providing and laying of factory made 80 mm thick interlocking cement concrete tiles (30mpa)including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper completion of work as directed by Engineer- in Charge.
4655
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Brick edging on both sides of road in Ist class brick 8cm (3") Cm (4½") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. .......)
4.3
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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
303
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Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703.
a 200 m Stone (Precast)
21
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Ordinary Kilometer Stone (Precast) 1×
7
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5th Kilometer Stone (Precast) 1×
1
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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 angle
2
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Providing and fixing of village name and informatery cautionary 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
25
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Construction of RCC guide posts of 200 mm dia M-15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause
40
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White Zebra painting line over premix carpet for Rumble Stripps, and edge line along the road carriage way in full road length for both side for road safety purpose.
1017.69
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Supplying and installation of delionators (road way indicators, hazard markers, object marker 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80 ×100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing. (Rate as per PWD SOR).
77
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Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
76
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Supplying and fixing of Cats Eye
40
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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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
470.28
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Providind Cement Concrete Nominal mix 1:3:6 with cement, course sand & crushed stone aggregates 40 mm nominal size (mechanically mixed) for Plain/ Reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1202 &1203 MORD Spec. No. 11.4/800&1200
73.08
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
182.96
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Brick masonary work in 1:4 cement coarse sand mortar in foundation complete excluding pointing and plastering as per drawing & Tech Spec. Clause 600, 1202 & 1203 (including cost of materials)
89.04
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Laying (type B first class) bedding on well compacted sand, moorum of approved granular material as per Clause 1105(ii) including cost of materials
13.09
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Providing and Laying reinforced cement concrete pipe 450 mm dia NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106.
45
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Supply and Laying and fixing of RCC Hume pipe 600mm dia NP-3 for culverts including pointing at ends including supply of all material, labour T&P etc. for proper completion of the work.
10
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Providing and Laying reinforced cement concrete Hume pipe 900mm dia NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials)
7.5
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Plain/reinforced cement concrete nominal mix 1:2:4 with cement, course sand & crushed stone grit 20 mm nominal size (mechanically mixed) in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204.
30.12
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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 and technical specification Clauses 614, 709, 1204.3.7
75
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Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
2.04
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
1.92
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Pointing with cement mortar 1:3 (Cement : Coarse sand) on brick work (deep variety cut or weather) including supply of all material labour T&P etc. as per drawing & MORD Specification no. 613.3&1204.
50.34
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Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204
723.36
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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
113.55
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Printing new letter and figures of any shade with synthetic anamel paint black or any other approved colour to give an even shade as per tech specification clause 1701 (Including cost of material ) (II) English and Roman letters
750
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