Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date28 Sep 2019
Closing Date28 Oct 2019
Tender Amount₹ 2,85,00,000
Costs
EMD
₹ 2,85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APDRP_506841_1Bid Award Id
ViewTender No
201/AP/PR/APDRP/RRCS/PREDTender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
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Documents
BOQ Items
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Road No.2
6624
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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 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.2
3685
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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 with a lead upto 1000 m as per Technical Specification Clause 301.5 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
8889
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Road No.2
1815
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Scarifying existing granular surface to a depth of 50 mm as per Technical Specification Clause 301.4 of 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.2
2625
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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 rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 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
1677.34
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Road No.2
1169
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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
1443.83
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Road No.2
1263.5
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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 machineryincluding 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
2070
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Road No.2
1106.32
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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
8920.5
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Road No.2
8110
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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
8920.5
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Road No.2
8110
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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
223.01
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Road No.2
203
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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 900, 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
150
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1000 mm dia RCC pipe culverts(4 Nos. In Road No.1 and 3 Nos. In Road No.2)
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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 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
229.8
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Road No.2
127.14
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Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 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
21.76
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling
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Road No.1
42.04
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Road No.2
12
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Providing concrete for plain concrete M15 ( Design 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 cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for Foundations.
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Road No.1
118.2
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Road No.2
52.32
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For 1000mm dia Pipe Culverts
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Road No.1
30
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Road No.2
22.5
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 1916 of 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
116.16
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600 mm dia RCC pipe culverts (2Nos. In Road No.2)
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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 excavated suitable material as per Technical Specification 305,1101.4 of 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.2
44.06
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803 and 900 MORD ,,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling course
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Road No.2
5.94
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Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in sub structure complete and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807 and 900 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.2
16.88
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101 MORD ,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Pipe Culverts 600 mm dia RCC pipes
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Road No.2
20
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450 mm dia RCC pipe culverts (3Nos in Road No.2)
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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 excavated suitable material as per Technical Specification 305,1101.4 of 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.2
36.45
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101 MORD ,,including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge - For Pipe Culverts 450 mm dia RCC pipes
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Road No.2
30
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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 excavated 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 No.1
576
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Road No.2
90
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 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
192
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Road No.2
27.56
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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, and 803 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge For levelling
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Road No.1
115.2
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Road No.2
15
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Providing concrete for plain concrete M15 ( Design mix) in sub structure 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 cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge for body walls
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Road No.1
912
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Road No.2
74.25
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 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
520
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Road No.2
40
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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 MORD /1600 MORTH, for Bars below 36 mm dia including over laps and wastage , where they are not welded 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
0.15
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Road No.2
0.1
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Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 900 and 1401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge upto 5m height. - For Super Structure
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Road No.1
1.06
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Road No.2
0.83
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Thrie : Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 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
160
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Road Furniture
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC: 8 fixing in position including painting and printing etc., as per technical specification clause 1703 including cost of all materials , labour , conveyance ,hire charges of machinary , royalities, all taxes etc., 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)for KM Stone
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Road No.1
7
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Road No.2
4
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Reinforced cement concrete M15 grade Kilometer stone/local stone of standard design as per IRC: 8 fixing in position including painting and printing etc., as per technical specification clause 1703 including cost of all materials , labour , conveyance ,hire charges of machinary , royalities, all taxes etc., 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) HM Stone
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Road No.1
25
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Road No.2
7
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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-15 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 Boards
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Road No.1
8
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Road No.2
2
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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-15 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
8
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Road No.2
10
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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 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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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 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
3
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Road No.2
2
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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 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
3
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Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete 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.2
210
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Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 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.2
12
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and as per relevant clauses of Section-800. WHITE OR YELLOW 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
1200
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Road No.2
460
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 1916 of 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.2
115
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