Andhra Pradesh Disaster Recovery Project Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date5 Sep 2019
Closing Date5 Oct 2019
Tender Amount₹ 3,95,00,000
Costs
EMD
₹ 4,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No 94 Vspm Consists Of 2 Road Works With Estt Cost Rs 440.00 Lakhs
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_APDRP_500393_1Bid Award Id
ViewTender No
195/AP/PR/APDRP/RRCS/PREDTender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Road No.2
4032
-
-
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
-
-
-
Road No.1
11000
-
-
Road No.2
7341
-
-
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification 301.4. MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
-
-
-
Road No.1
10931.25
-
-
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
-
-
-
Road No.2
1734.75
-
-
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 cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
-
-
-
Road No.1
2000
-
-
Road No.2
1016.1
-
-
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
-
-
-
Road No.1
1600
-
-
Road No.2
845.1
-
-
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
-
-
-
Road No.1
10700
-
-
Road No.2
5285.25
-
-
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
-
-
-
Road No.1
10700
-
-
Road No.2
5285.25
-
-
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
-
-
-
Road No.1
266.51
-
-
Road No.2
132.13
-
-
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
-
-
-
Road No.1
401.63
-
-
Road No.2
213.75
-
-
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
-
-
-
Road No.1
1900
-
-
Road No.2
507.6
-
-
Construction of 2.00 mtr span slab culvert (1 No. in Road No.1)
-
-
-
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
-
-
-
Road No.1
69.93
-
-
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 course
-
-
-
Road No.1
10.13
-
-
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
-
-
-
Road No.1
72.53
-
-
Reinforced cement concrete M25 grade (Design Mix) using 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 cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
-
-
-
Road No.1
3.9
-
-
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 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. - For Super Structure (Deck slab)
-
-
-
Road No.1
4.68
-
-
Cost, supply and fixing of Bituminous Mastic pad 12.7 mm including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
-
-
-
Road No.1
3.6
-
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001,1002,1003,1004 MORD 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 - For Sub Structures
-
-
-
Road No.1
0.65
-
-
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
-
-
-
Road No.1
24
-
-
Construction of 1000 mm dia. Pipe culverts (3 Nos. in Road No.1)
-
-
-
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
-
-
-
Road No.1
120.42
-
-
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 course
-
-
-
Road No.1
17.28
-
-
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.
-
-
-
Road No.1
89.79
-
-
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 ,iincluding 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
-
-
-
Road No.1
22.5
-
-
Construction of 600 mm dia. Pipe culverts (9 Nos. in Road No.1)
-
-
-
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
-
-
-
Road No.1
319.95
-
-
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 course
-
-
-
Road No.1
47.25
-
-
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.
-
-
-
Road No.1
258.57
-
-
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 ,iincluding 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
-
-
-
Road No.1
67.5
-
-
Construction of Retaining Wall
-
-
-
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
-
-
-
Road No.1
96.19
-
-
Road No.2
1469.4
-
-
Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORDincluding cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc., complete as per direction of Engineer in charge
-
-
-
Road No.2
1411.88
-
-
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 course
-
-
-
Road No.1
38.48
-
-
Road No.2
195.3
-
-
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
-
-
-
Road No.1
134.31
-
-
Road No.2
1478.13
-
-
Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 90 mm dia PVC pipe 6kg/cm2 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 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
-
-
-
Road No.2
320
-
-
Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 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
-
-
-
Road No.2
100
-
-
Construction of CC Drain ( 300 Mts. in Road No.1)
-
-
-
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
-
-
-
Road No.1
243
-
-
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 course
-
-
-
Road No.1
81
-
-
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
-
-
-
Road No.1
120
-
-
ROAD SAFETY INTERVENTIONS
-
-
-
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).
-
-
-
Road No.1
4
-
-
Road No.2
3
-
-
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).
-
-
-
Road No.1
15
-
-
Road No.2
12
-
-
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
-
-
-
Road No.1
4
-
-
Road No.2
10
-
-
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
-
-
-
Road No.1
4
-
-
Road No.2
10
-
-
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
-
-
-
Road No.1
2
-
-
Road No.2
1
-
-
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
-
-
-
Road No.2
2
-
-
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
-
-
-
Road No.1
8
-
-
Road No.2
627
-
-
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., complete for finished item of work.
-
-
-
Road No.2
220
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements