Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date14 Mar 2019
Closing Date18 Apr 2019
Tender Amount₹ 11,19,31,237
Costs
EMD
₹ 11,19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APDRP_455475_1Bid Award Id
ViewTender No
IFB No.10/APDRP/RANDB /CE/18-19 Dt.12-02-19Tender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
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Documents
BOQ Items
Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3
32025
-
-
Forming sub Grade with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision).
10761
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-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
6213
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-
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
8797
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-
Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge
46970
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-
Providing and applying tack coat with bitumen VG-10 (Bulk) using Emulsion pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
46970
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-
Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
46970
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-
Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)
2349
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-
Providing and laying of 30mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
1409
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-
Forming Shoulders with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).
1708
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-
Supplying and fixing of Guard Stones (as per approved drawings) with VRCCM-20 mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and prepare the pedastals as per drawings including cost, seigniorage and conveyance of all materials and painting with Synthetic enamel paint two coats over a primery coat of cement primer, labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work.
200
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-
ROAD FURNITURE
-
-
-
Providing central line marking for 300cm length and 10cm width with a gap of 450cm with thermoplastic paints of including cost and conveyance and labour with all leads and lifts loading and unloading charges necessary for successfully completion of the work as directed by the Engineer –in-charge conforming to IS 164-1981 ( 1st Revision reaffirmed in 1986) and clause 803 of MOST specification for roads and Bridges works and also conforming to IRC 103-1988 & IRC 35-1997.
426.9
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-
Providing Zebra pattern stripes marking for pedestrial crossing with equally spaced white revision reffimed strips 500mm wide and 500mm gap and 1986 & CL 803 length of 2m to 4m with thermoplastic paints of including cost and conveyance and labour with all leads and lifts, loading and unloading charges necessary for successfully completion of the work as directed by the engineer-in-Charge conforming to IS 164-1981 ( 1st revision, reaffirmed in 1986 ) and clause 803 of MOST specification for Road & Bridge works and also conforming to IRC 103-1988 & IRC 35-1997.
72
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-
Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-impact polysterene) or ABS or ASA(Acrylic strene Acrylonitrite) 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 Kgs. 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 as directed by the engineer for Road Studs
456
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-
Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – IV of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
15
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-
Providing and fixing Village name board size 450x750 mm made out of Type – IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer –in-Charge
6
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-
Providing & fixing junctin boards of size 1500 x 1200 mm made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
4
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-
Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – IV of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.
As per circular Mmeo No: Road signages/DCE®/E.E-II/DEE-7/AEE(NLG)/2013-14, Dt. 15.05.2013
8
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-
Providing and fixing Village name board size 450x750 mm made out of Type – IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer –in-Charge
2
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-
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m 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 fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810.
400
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-
Shifting of Utility - ELECTRICAL
-
-
-
12.5 MTS SPUN POLES
50
-
-
9.1 MTS 280KGS PSCC POLES
70
-
-
33KV 800A D/B AB SWITCH WITH INSULATORS
2
-
-
MS BOLTS AND NUTS 5/8X3
100
-
-
LT XLPE CABLE 1 CORE 120SQMM
30
-
-
LT XLPE CABLE 3 1/2 CORE 120SQMM
10
-
-
LT AB CABLE 2 X 16 +25SQMM
1000
-
-
AAA CONDUCTOR 100 SQ.MM
10506
-
-
AAA CONDUCTOR 55 SQ.MM
4600
-
-
GI EARTH PIPE 80 MM DIA
2
-
-
GI EARTH PIPE 40 MM DIA
4
-
-
25/16KVA DTR MOUNTING ARRANGMENT
1
-
-
SINGLE POLE (1PH DTR) STRUCTURE
1
-
-
M.S BACK CLAMPS FOR 9.1 M PSCC POLES
42
-
-
LT 1PH 3WIRE CROSS ARMS
15
-
-
MS STAY CLAMPS FOR 9.1 M PSCC POLES
20
-
-
33KV SIDE ARMS WITH STUT
15
-
-
M.S BACK CLAMPS FOR SPUN POLES
50
-
-
11KV V X ARMS WITH MSCHANNEL 75X40
40
-
-
11KV TAPPING CROSS ARMS
20
-
-
11KV TOP CLEAT WITH CLAMPS
40
-
-
11KV MS STAY SETS WITHOUT BASEPLATE
5
-
-
33KV V CROSS ARMS WITHOUT CLAMPS
40
-
-
33KV TOP CLEAT WITH CLAMPS
40
-
-
33KV TAPPING CROSS ARMS
20
-
-
CONCREATING OF POLES
50
-
-
11KV HG FUSE SETS WITH INSULATORS
1
-
-
11KV METAL PARTS (C AND T)
60
-
-
LT GI PINS
15
-
-
LT METAL PARTS
6
-
-
33KV METAL PARTS (B AND S)
60
-
-
LT SHACKELS
6
-
-
LT PIN INSULATORS
15
-
-
11KV POLYMER INSULATORS (C AND T)
60
-
-
11KV POLYMER PIN INSULATORS WITH GIPIN
150
-
-
33KV POLYMER PIN INSULATORS WITH GIPIN
150
-
-
33KV POLYMER INSULATORS (B AND S)
60
-
-
MS ANGEL 50X50X6MM
500
-
-
MS CHANNEL 75X40MM
500
-
-
MS FLAT 50X6MM
300
-
-
GI WIRE NO.8 (4MM)
30
-
-
GI STAY WIRE 7/10 (7/2.5MM)
40
-
-
STORAGE HANDLING
1
-
-
CONTENGENCIS
1
-
-
TRANSPORTING CHARGES
1
-
-
ESTABLISHMENT CHARGES
1
-
-
GST 0N LABOUR AND TRANSPORT
1
-
-
SHIFTING CHARGES
1
-
-
PSCC POLES EXTERNAL 11M 365KG
2
-
-
PSCC EXTERNAL POLES 9.1 MTS 280 KGS
6
-
-
PSCC EXTERNAL POLES 8 MTS 300 KGS
6
-
-
11KV V X ARMS WITH MSCHANNEL 75X40
8
-
-
11KV TOP CLEAT WITH CLAMPS - EXT
8
-
-
LT 3 PH.5 WIRE CROSS ARMS - EXT
8
-
-
LT 1 PH.3 WIRE CROSS ARMS - EXT
6
-
-
M.S. BACK CLAMPS FOR 9.1 M PSCC POLE -EXT
16
-
-
M.S. BACK CLAMPS FOR 8 MPSCC POLE -EXT
6
-
-
11KV PIN INSULATORS
24
-
-
11KV GI PINS
24
-
-
LT PIN INSULATORS
58
-
-
LT GI PINS
58
-
-
AAA CONDUCTOR 55 SQ.MM
1440
-
-
AAA CONDUCTOR 34 SQ.MM
2480
-
-
GI BOLTS AND NUTS 5/8X4 INCH
50
-
-
11KV MS STAY SETS WITHOUT BASEPLATE-EXT
5
-
-
M.S STAY CLAMPS FOR 9.1 M PSCC POLE
10
-
-
G.I. STAY WIRE 7/12
40
-
-
11KV GUY INSULATORS (HT)
5
-
-
STORAGE HANDLING CHARGES
1
-
-
CONTENGENCIS
1
-
-
LABOUR AND TRANSPORT
1
-
-
ESTABLISHMENT CHARGES
1
-
-
GST 0N LABOUR AND TRANSPORT
1
-
-
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