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₹ 1,30,00,000
Costs
EMD
₹ 1,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APDRP_456400_1Bid Award Id
ViewTender No
193 APPRAPDRPRRCSPRED 2017-18 dt.12.02.18Tender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
GEM & Bid Advisory Services
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BOQ Items
Road-2
3612
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.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-1
6040.02
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-
Road-2
4994.89
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-
Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTor at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
488.77
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-
Road-2
568.35
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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 MORD / 305 MORTH, by using machinery including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
438.75
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-
Road-2
483.75
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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 smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,including including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
430.24
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-
Road-2
508.05
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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 including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
2769.75
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Road-2
220.5
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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 per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
2769.75
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Road-2
3310.5
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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 @ 4.5 to 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 MORTH specification clause No. 508 complete in all respects, including including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
69.24
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-
Road-2
82.76
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Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800,900 and 1404.2.2 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete -
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Road - 1
102
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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 micron 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 including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
45.9
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Road-2
44.63
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Construction of 1000mm dia Pipe Culvert
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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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
29.27
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-
Road-2
58.54
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Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, includingoverhead charges & Contractors profit, GST and seigniorage charges etc., complete - for finished item of work.
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-
Road-1
2.74
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-
Road-2
5.48
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete - for Leveling Coarse
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Road-1
2.11
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-
Road-2
4.22
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Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete - for Foundations
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Road-1
15.84
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-
Road-2
31.68
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-
Providing and laying RCC NP3 class (as per design) for culverts on prepared bedding (PCC-M10) including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 1106 and as per clause 1100 of MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete -
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Road-1
10
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Road-2
20
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Construction of 600mm dia Pipe Culverts 6 nos
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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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road - 2
139.08
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Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work.
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Road - 2
15.96
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete for Leveling Coarse
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Road - 2
10.8
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-
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete for Foundations
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Road - 2
75.84
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Providing and laying RCC NP3 class (as per design) for culverts on prepared bedding (PCC-M10) including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 1106 and as per clause 1100 of MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete
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Road - 2
45
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Construction of Retaining Wall
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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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road-1
264.6
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Road-2
45
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete - for Leveling Coarse
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Road-1
44.1
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Road-2
7.5
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Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete
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Road-1
319.73
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Road-2
45
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Construction of Drain
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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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305,1101.4 of MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete
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Road - 1
312
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-
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete - for Leveling Coarse
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Road - 1
72
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-
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807 and 900 MORD including overhead charges & Contractors profit, GST and seigniorage charges etc., complete
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Road - 1
120
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-
Providing and laying reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD including contractors profit,Over head charges, GST and Seignaorage charges etc complete for guide posts
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Road - 1
40
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit, GST and seigniorage charges etc., complete - For Foundation
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Road - 1
2
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Road Safety interventions
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-
Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work.
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Road-1
3
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Road-2
1
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Providing and fixing of 200m/Hectometre stones of size mm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work.
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Road-1
10
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Road-2
4
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work. for 600mm Circular Sign
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Road-1
15
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Road-2
10
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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work. for 600 mm Equilateral triangle
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Road-1
2
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Road-2
3
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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 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge for APDRP Information board of size 1500mm x 900mm including all over heads and Contractors profit and seinorage charges Including GST for Information board of size 1500mm x 900mm
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Road-1
1
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Road-2
1
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Providing and erecting direction and place identification of information board of size 1500*1000mm boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube 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 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charges including GST for Village board of size 600mm x 600mm
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Road-1
2
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Road-2
2
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Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, overhead charges & Contractors profit, GST and seigniorage charges etc., complete for finished item of work.
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Road-1
131
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-
Road-2
158
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