Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Civil And Construction
Road Construction
Opening Date27 Dec 2023
Closing Date10 Jan 2024
Tender Amount₹ 6,25,96,101
Costs
EMD
₹ 6,26,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
704289Tender No
31/CE(S)/APIIC/2023-24, Dated:22.12.2023Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
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Documents
BOQ Items
Forming embankment with borrowed useful earth from outside layout 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) as directed by the Engineer-in-Charge.
9000
5075190
563.91
Forming subgrade with Gravel brought from approved source spreading in layers not more than 150mm thick, sectioning to required camber & gradient, watering and compacting each layer to proctors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials (viz), gravel, water etc., to site, hire and operational charges of power roller and other T&P etc., complete for finished item of work duly maintaining the required camber & gradient in the formation as directed by Engineer-in-Charge
9362
8107117
865.96
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.
3527
9458109
2681.63
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix macadem specification 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 a well prepared surface and compacting with Vibratory roller of 80 to 100 KN weight to acheive the desired density etc., lighting, barricading and maintenance of diversion etc., complete for finished item of work as directed by Engineer-in-Charge and as per MoRT&H specification.406 (5th revision).
3049
8922989
2926.53
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.
11692
428044
36.61
Providing and applying tack coat with bitumen Emulsion (RS1) (Bulk) using Emulsion pressure distributor at the rate of 0.25 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) etc., complete for finished item of work as directed by the Engineer-in-Charge.
11692
159712
13.66
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 all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)
595
5738084
9643.84
Providing and applying tack coat with bitumen Emulsion (RS1) (Bulk) using Emulsion 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.
23384
265408
11.35
Providing and laying of 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) etc., complete for finished item of work in all respects as directed by Engineer-in-Charge
852
9188146
10784.21
Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside layout 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) as directed by the Engineer-in-Charge.
1169
608803
520.79
Cast -in-Situ Cement Concrete M20 Kerb with top and bottom width 115 and 165mm respectively ,250mm high in M20 grade PCC on M-10 grade foundation 150mm thick ,foundation having 50mm projection beyond kerb stone,kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 etc., complete for finished item of work as directed by the Engineer-in-Charge.
3362
1180364
351.09
Painting to cement concrete kerb with two coats of water base cemnet paint of 1st grade of approved brand and shade over a primary coat of exterior grade cement paint including cost and conveyance of all materials to site, cost of primer coat and all labour charges, all incidental and operational charges, etc., complete for finished item of work as directed by the Engineer-in-Charge.
1228
115370
93.95
Providing and laying gravel bed underneath pitching in slopes complete as per drawing and Technical specification for finished item of work as directed by Engineer-in-charge.
380
670498
1764.47
Providing and laying 300 mm size of Boulders for Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications for finished item of work as directed by Engineer-in-charge.
-
-
-
Toe
135
237268
1757.55
Slopes
750
1318160
1757.55
Filling with available soil (Construction of Median,Island,Aprons) above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spreaded,graded and compacted with plate compactor to achieve the desired density,including cost and conveyance of all material, labour charges for all operations, hire and operational charges all T & P,diversion of traffic etc complete for finished item of work as per clause 407 MORTH Specification 401 as directed by the Engineer-in-Charge.
1851
1056976
571.03
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORTH etc., complete for finished item of work as directed by the Engineer-in-Charge
120
99244
827.06
Road furnitures
-
-
-
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 as per Specification 803 MORTH (RBR-TSRA-12) etc., complete for finished item of work as directed by the Engineer-in-Charge.
1183
662480
560
Supplying and fixing of Molded Shanks Raised pavement markers reflective road studs ) 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 kgs tested in accordance to ASTM D 4280, ASTM D 4280 Type H and complying to specifications of category A of MORTH circular No. RW/NH/33023/10-97-DO III dt.11.6.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm) and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35 +/-5° The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/-2 mm and height: not less than 30+/-2mm)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: recommandation and complete as directed by the Engineer-in-Charge.
Studs (Raised pavement marker )
1440
483840
336
Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120 CM height 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 - XI 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.
10
44380
4438
Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle 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 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 Engineer-In-Charge.
4
27832
6958
Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle 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 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 roundand 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 levelto 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
40924
10231
Providing & fixing Junction boards of Specified size made out of Type - XI 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 4MM Aluminium Composite Material sheet having minimum 0.4 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 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.
Junction board type XI (1500 mmX1200mm)
6
177150
29525
RCC pipe Culverts
-
-
-
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 304 of MORTH etc., complete for finished item of work as directed by the Engineer-in-Charge
180
22892
127.18
Providing Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.
23
118118
5135.27
Providing, laying Reinforced cement concrete Hume pipes of 1000mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1200 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting including cost of jointing material etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
62.5
622085
9953.36
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for pipe culvert etc., complete for finished item of work as directed by the Engineer-in-Charge.
38
238440
6274.36
Painting two coats after filling the surface with water proof cement paint of approved brand in all shades on new plastered concrete surfaces including cost and conveyance of all materials to site etc., complete and as per Drawing and technical specifications for finished item of work as directed by the Engineer-in-Charge.
65
4790
73.7
Drain
-
-
-
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 etc., complete for finished item of work as directed by the Engineer-in-Charge
1800
228924
127.18
Sand filling in foundation including cost and conveyance of all materials to site and watering ,tamping e.t.c, complete for finished items of work as per MorT&H specification 304(5th Revision) and as directed by the Engineer-in-charge.
190
157069
826.68
Providing Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.
130
667585
5135.27
Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Raft slab
170
1105632
6503.72
Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for side walls
400
2747676
6869.19
Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Bottom Slab of R.C.C items.
6800
534140
78.55
Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.
24000
1893120
78.88
Supply and fixing of seperation membrane of MASTIC PAD 20mm thick uniformly in single layer including cost and conveyance of all material and all labour charges etc., complete for finished item of work as directed by the Engineer-in- Charge.
30
18032
601.02
No. of BOQ items: 37(Thirty Seven) only
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62596100
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(Rupees Six Crores Twenty Five lakhs Ninety Six thousand One hundred and One Only)
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