Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date12 Apr 2018
Closing Date27 Apr 2018
Tender Amount₹ 9,68,65,500
Costs
EMD
₹ 19,38,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction and Maintenance Road in District Chandauli
Description
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Contact
Tender Id
2018_UPRRD_61590_1Bid Award Id
ViewTender No
411/1COM(Chandauli)-PMGSY Circle/2018 Dt 05-04-18Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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Documents
BOQ Items
ROAD A
594
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Scarrifying the existing Bituminous surface including picking up /scarrifified material & stacking of old serviceable material within a lead of 100 m as directed by E-In Charge.As per PWD SI No 772 Existing Bituminous Surface (As part of the surface is stripped of surfacing)
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ROAD A
50118.75
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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
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ROAD A
111688.4
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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.
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ROAD A
4336.6
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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
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ROAD A
4455
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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
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ROAD A
4336.6
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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 300.1 and 300.2 with a lead upto 1000 meter as per Technical Specification Clause 301.5
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ROAD A
1176
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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] sukrut quarry
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ROAD A
4336.6
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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) sukrut quarry
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ROAD A
6595.46
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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 3 as per Technical Specification Clause 405. (WBM III) sukrut quarry
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ROAD A
6177.8
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granual base including cleaning of road surface & spraying primer@ 1.00 kg per sqm (SS1 - 0.332 kg, water - 0.664 kg, silano tera prime code- 0.00332 kg) using mechanical means as per tech. spec. clause 502 ( Using Nano Technology- Silano Tera Prime Coat.
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ROAD A
82370.66
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Providing & applying tack Coat with Bitumen VG-10 using pressure distributor at the rate 0.30 kg per 10 sqm on the prepared bituminous/granular surface cleaned with mechanical broom AS per MORD Specification clause 503
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ROAD A
82370.66
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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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMT plant, laying with paver 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 Type C as per Technical Specification Clause 508
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ROAD A
82370.66
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Providing & laying of premix seal coat Type C using VG-10 bitumen @ 6.80 Kg/10 sqm ( 6.7932 VG10 + 0.0068 kg silano) sealing the voids in a bituminous surface laid to the spcified levels, grade and cross fall using [as per MORD Spcification Clause 510 ,Sr No 5.12 - (IV)] using Mechenical means and nano technology (Silano)(Case-III type-C)
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ROAD A
82370.66
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Brick endging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.5") deep laid with mud mortar including all materials,lab our, T & P etc complete. SOR Si. No. 765
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ROAD A
14.85
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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ROAD A
2
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Providing and Fixing Typical Bharat Nirman PMGSY Informatory Sign Board. 2 MS Plates of 1.6 mm Thick Both Plates welded with MS flat iron 25x5mm Size on both edge. Flat Iron frame will be welded to 75 mm dia steel tube post duely embaded in cement concrete M15 Grade Block of 60 x 60 x 75 Cm, 75 Cm below ground level. All MS will be above enameled on both size. Lettering, Printing Arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality is required shade and colour. All Sections of framed parts and steel tube will be painted with primer and two coats of epoxy paint..
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ROAD A
2
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Supply of LOGO Sign Board of Size 60Cm x 25 Cm and LOGO Diamond to be 60 x 60 cm made of MS Sheet 18 gauge with angle 40mmX40mmX5mm frame with one post of T iron 75mmX75mmX6mm & 2.4m ht with holdfast bottom & fixing at site including foundation concrete 30x30x60 cm in CC 1:3:6 mix complete including painting, writing, figuring as per IRC:67-1977 & MORTH specifications.
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ROAD A
7
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Providing and fixing of semi reflective Village Sign board/ caution board and direction 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)
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ROAD A
6
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Reinforced cement concrete M15 grade 5th 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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ROAD A
2
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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)
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ROAD A
13
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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)
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ROAD A
60
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Construction of CD works
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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 ]
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ROAD A
680.6
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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 Specification No 800/1200 [Sr No 11.4 - I
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ROAD A
117.05
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Sand filling in foundation trenches as per drawing & Technical Specification clause 305.3.9 on the sides of Hume Pipe.
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ROAD A
134.85
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Brick masonary work in cement mortar 1:3 C:CS in foundation complete excluding pointing and plastering as per drawing & Technical Specification clauses 600, 1202 & 1203 [MROD Sr No. 11.5(I)]
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ROAD A
305
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Providing & Laying 450 mm dia NP-3 RCC hume pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement 2. fine sand) including testing of joints, all taxes, transportation charges & contractor's profit etc. complete. SOR .Si. No. 9
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ROAD A
72.5
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Providing & Laying 350 mm dia NP-3 RCC hume pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement 2. fine sand) including testing of joints, all taxes, transportation charges & contractor's profit etc. complete. SOR .Si. No. 10
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ROAD A
215
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Providing & Laying 600 mm dia NP-3 RCC hume pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement 2. fine sand) including testing of joints, all taxes, transportation charges & contractor's profit etc. complete. SOR .Si. No. 8
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ROAD A
15
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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]
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ROAD A
687
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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 12.3,Pg-12 - 4 [MORD Specification 600]
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ROAD A
23.94
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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]
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ROAD A
172.8
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