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 Date20 Apr 2022
Closing Date12 May 2022
Tender Amount₹ 3,44,95,000
Costs
EMD
₹ 6,90,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_117214_2Tender No
987/203/PMGSY Cir/2022 Dt.18.04.2022Tender 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
BOQ Items
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
888
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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 (from roadway excavation)
927.38
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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 50 m as per Technical Specification Clause 301.5
9158.69
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Construction of embankment in shoulder 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 50 m as per Technical Specification Clause 301.5
2851.31
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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
537.19
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Construction of embankment in shoulder 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
885.94
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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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.( - GSB Grade - 1) (Quarry of stone & dust from Kabrai)
1052.89
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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.Grading -II Material (63-45 mm size ) in base course with screening material Type B and binding material, 75 mm thick by Mechanical means. (Quarry of stone & dust from Kabrai)
1716.47
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 405Grading -III Material (53-22.4 mm size ) in base course with screening material Type B , 75 mm thick by Mechanical means. (Quarry of stone & dust from Kabrai)
1588.78
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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 on junction with chuk road
125
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Providing and Laying brick edging with first class brick 8 cm wide and 12 cm deep laid on either side of the mettaled surface as per direction of Engineer-in-charge including of all materials, labour, T&P etc required for proper completion of work ( as per SI 765 of Shedule of Rate of UPPWD)
5.55
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
21183.75
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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 ( 19mm Size @ 0.015 Cum/Sqm + 13.00 Size @ 0.011 Cum/Sqm
550.78
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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
1st Coat with 19.00 Nominal Size
21183.75
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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
2nd Coat with 13.00 Nominal Size
21183.75
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Brick masonry work in cement mortar with 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 1:3
199.46
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Providing concrete M-10 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 below side supports.
63.14
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
1104.59
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC M20 for cover)
32.4
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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
12.72
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Providing and laying 450mm reinforced cement concrete 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 works in head walls and parapets Clause 1106.
45
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Providing and laying 1000mm reinforced cement concrete 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 works in head walls and parapets Clause 1106.
7.5
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Earth work in excavation in foundation of structure up to depth 3m as per drg and technical clause 1104 including setting out , const. of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and back fillingetc. complete
591.36
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Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
9.92
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
185.74
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Colour washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
11.4
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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 specifications Clause 1915
43.76
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Road furniture and signage
-
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Providing & Fixing of reinforced cement concrete M15 grade 5th Km stone of standard design as per IRC 8 fixing in position including painting & printing etc. as per drawing and Technical specification clause 1703
1
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Providing & Fixing of reinforced cement concrete M15 grade Ordinary Km stone of standard design as per IRC 8 fixing in position including painting & printing etc. as per drawing and Technical specification clause 1703
6
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Providing & Fixing of reinforced cement concrete M15 grade 200 meter stone of standard design as per IRC 8 fixing in position including painting & printing etc. as per drawing and Technical specification clause 1703
22
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Providing & fixing of Semireflected cautionary, mandatory & informatory sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundtion with M-15 grade cement concrete 450mm x450 mm x 600 mm ,600 mm below ground level as per drawings & Technicl Specification Clause 801 of Sr No 10.2 MORD including cost of all materials, labour, T&P, & taxes etc.
20
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Providing & fixing of Semireflected direction/place identification sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundtion with M-15 grade cement concrete 450mm x450 mm x 600 mm ,600 mm below ground level as per drawings & Technicl Specification Clause 801 of Sr No 10.2 MORD including cost of all materials, labour, T&P, & taxes etc.
6
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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/equlvalent sheeting Type I as per IRC67:2012 with post of MS structure of souare hollow section MS 75x75x6mm and MS frame of 35x35x5 mm angle.
2
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Providing and fixing 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.
3
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Providing and fixing reflective citizen information sign board with a corrosion resitant 4mm aluminum composite panel (ACP) 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 Maintenance information sign board with a corrosion resitant 3mm aluminum composite panel (ACP) 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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