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 Date14 May 2022
Closing Date3 Jun 2022
Tender Amount₹ 6,24,11,000
Costs
EMD
₹ 12,49,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_118026_2Bid Award Id
ViewTender No
1334/445Com-Pmgsy Circle/2021-22 Dt. 12.05.2022Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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Documents
BOQ Items
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 requirements as per MORD Specification clause 301.5 pg 3-3 Sl 3.4
10432.9
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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 requirements as per MORD Specification clause 301.5 pg 3-3 Sl 3.4( Compaction only)
283.5
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Providing earthwork in embankment and in shoulders 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 100 % Proctor Density to meet requirements as per MORD Specification clause 302[Sl no 3.14 .clause 303.1 pg 3-11
4313.25
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with a lift of 1.5 meter, transporting to site, spreading ,grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 meter as per Technical Specification Clause 301.5
789.75
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Excavation for roadway in soil using manual means for carrying of Cut-Earth to embankment site with a lift upto 1.5 meters and lead upto 50 metersas per Technical Specification clause 302.3
283.5
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Excavation for roadway in soil using manual means for carrying of Cut-Earth to embankment site with a lift upto 1.5 meters and lead upto 50 metersas per Technical Specification clause 302.3 (For U DRAIN)
1235
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Providing earthwork in embankment and in shoulders 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 100 % Proctor Density to meet requirements as per MORD Specification clause 302[Sl no 3.14 .clause 303.1 pg 3-11
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Construction of granular sub-base by providing Well graded material grade-I(RBM),spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Soecification clause 401 of MORD [Sr No 4.1]
1336.03
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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 ) from approved quarry
2629
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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 from Approved Quarry
2082.87
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Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 8.50 kg/ 10 sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)]
27851.64
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Providing & laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminious binder laid on prepared surface and rolling with 8-10 tones smooth wheeled steel roller (19mm nominal chipping size)
27851.64
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Providing & laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminious binder laid on prepared surface and rolling with 8-10 tones smooth wheeled steel roller (13mm nominal chipping size)
27851.64
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Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixure duly heated to 160 digree C0 as per Technical specification clause 507.2.5
724.14
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Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 In Existing_CC Portion
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a) Brick soling with bricks (M-150) laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm. 3/8" depth of 'local earth over the entire surface and including cost of material,labour and T&P etc. required for proper completion of the work. as per MORD specification 412 sl no 4.18
370
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Construction Of interlocking tiles 80 mm thick in Abadi Area including 1.50 m on either side of road
4875
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Earthwork in excavation for structures as per drawing & technical specifications clause 305.1 including setting out, construction of shoring & bracing ,removal of stumps & other deleterious matter ,dressing of sides & bottom, backfilling the excavated earth to the required extent and utilising the remaining earth locally for roadwork [as per MORD - 302(i) Sl 3.5 ]
174.44
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Plain cement concrete mix 1:3:6 C:CS:crushed stone aggregate 40 mm nominal size , placed in foundation and compated by vibration including curing for 14 days as per MORD Specificatio
214.83
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Brick masonary work in cement mortar 1:3 C:CS in foundation complete excluding pointing and plastering as per drawing & Tchnical Specifications clauses 600, 1202 & 1203 [MORD Sr No 11.5(I) ]
1030.84
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Providing and laying reinforced cement concrete 1 C:1.5 CS:3 Ballast with 20 mm stone ballast in superstructure as per drawing & technical specifications Clauses 800, 1205.4 and 1205.5 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 13.1(iii), Pg-13 - 3 [MORD Specification 800] M-20 Grad
47.59
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Making provision for weep holes with 100 mm dia polymer pipes fixed at an angle of 45 degrees placed 2.5 m c/c
50
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Sand filling in foundation trenches as per drawing & Technical Specification clause 305.3.9 on the sides of Hume Pipe
46.16
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Providing & Laying reinforced concrete pipe NP3 for culverte on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand)[As per MORD Specification No 9.3 - 1100(B)] for 450 mm dia NP3 Hume Pipe
90
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Providing & Laying reinforced concrete pipe NP3 for culverte on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand)[As per MORD Specification No 9.3 - 1100(B)] for 1000 mm dia NP3 Hume Pipe
30
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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. (as per S.I No 765 of Schedule of Rates of UPPWD )
7.1
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Pointing with cement mortar 1:3 C:CS deep variety ( cut or weather ) on Brick & Tile work including supply of all materials , labour and T & P reqd. for proper completion of the work] as per Drawing &Technical specification clauses 613.3 and 1204 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 12.2,[MORD Specification 600]
92.39
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Plastering with cement mortar 1:4 (1 cement 4 coarse sand ) 15 mm thick on brickwork in substructure as per Technical specification Clauses 613.4 & 1204 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 12.3,Pg-12 - 4 [MORD Specification 600]
4060.59
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White Washing two coats on parapet walls and tree trunks including preperation of surface by cleaning scrapping etc. as per technical specification Clause 1915 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 15.13 Pg-15 - 12 [MORD Specification 1900]
99.5
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Colour Washing two coats on parapet walls and tree trunks including preperation of surface by cleaning scrapping etc. as per technical specification Clause 1915 Standard Data Book For Analysis Of Rates for Rural Roads,Sr No 15.13 Pg-15 - 12 [MORD Specification 1900]
99.5
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Painting of existing culvert's number plates
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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)
3
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PMGSY Informatory Board(Main)
2
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PMGSY Informatory Board(Small)
6
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5th Kilometer stone
1
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Kilometer Stones
9
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Hectometer Stones
33
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Nagrik Soochana Board
2
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Maintenance Board
1
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Road Safety Sign
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro-Reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of Govt. report shall be uploaded while quoting tender.
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90 cm equilateral triangle with diffinilation plate size (20cm x 60cm) (Cautionary Signs)
24
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60 cm circular with diffinilation plate size (20cm x 60cm) (Prohibitry Signs)
8
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80 mm x 60 mm rectangular with diffinilation plate (20cm x 60cm) (Information Signs)
8
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30 x 90 cm (Left/Right) Object Hazard
22
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
350
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