Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date16 Mar 2019
Closing Date15 Apr 2019
Tender Amount₹ 1,64,00,000
Costs
EMD
₹ 1,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.96/vspm Consists Of 2 Road Works With Est.rs.165.00lakhs
Description
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Contact
Tender Id
2019_APDRP_456355_1Bid Award Id
ViewTender No
180/ AP/PR/APDRP/RRCS/PRED/2017-18, Dt.12.02.2019Tender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
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Documents
BOQ Items
Road No.2
6000
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Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 305.4.3 of MORH including cost of labour, hire charges of machinary, OH & CP, all taxes etc complete as per direction of Engineer in charge (RBR-EECD-1).
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Road No.1
4687.5
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Road No.2
8250
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 MORD / 3003 MORTH, including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road No.1
10500
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Road No.2
7500
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Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete.
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Road No.1
1800
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Road No.2
2400
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Technical Specification Clause 406 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
637.5
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Road No.2
1209.38
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD, including contractors profit,Over head charges, GST and Seignaorage charges etc complete.
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Road No.1
390
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Road No.2
93.75
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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 MORD (for use on Wet mix macadam & WBM)including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Prime Coat
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Road No.1
6375
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Road No.2
7500
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Tack Coat
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Road No.1
12562.5
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Road No.2
6750
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Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respectsincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
314.07
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Road No.2
168.75
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
67.5
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Road No.2
266.25
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ROAD SAFETY INTERVENTIONS
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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 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13).
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Road No.1
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 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13).
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Road No.1
3
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Road No.2
3
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Reinforced cement concrete M15 grade Hectametre 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 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge (RBR-TSRA-13).
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Road No.1
14
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Road No.2
14
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Providing & fixingng of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc.including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge- Circular Bords
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Road No.1
6
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Road No.2
6
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Providing & fixingng of retro-reflectorised cautionary mandatory & informatory sign boards as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 65mm width & required letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of MoRD of required shade & colour supported on 2 inch Dia. GI Pipe firmly fixed to the ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing at required points i.e. village, turning, school etc.including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - Equilater Triangle Boards
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Road No.1
4
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Road No.2
8
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Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2.0 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 for APDRP Information board of size 1500mm x 900mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
1
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Road No.2
1
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Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.50 mm thick with reflective border of 70 mm width & required letters & required message letters & figures with retro reflective sheeting as per clause 1701.3.8 and 1701.3.9 of as per MoRD specifications of required shade & colour supported on 2 inch Dia. GI Pipe of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Village board of size 600mm x 600mm
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Road No.1
6
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Road No.2
6
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Providing & Laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work. ( with all lift & lead ) including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
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Road No.1
627
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Road No.2
398
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