Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Road Construction
Opening Date2 Dec 2021
Closing Date13 Dec 2021
Tender Amount₹ 22,82,83,709
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
459462Bid Award Id
ViewTender No
T No.41/CE-II/APIIC/2021-22 Dt:01.12.2021Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
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BOQ Items
Earthworks
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Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1735.44
-
185
Excavation for roadwork in Marshy Soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
433.86
-
138
Excavation for roadwork in Hard Rock (blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
309.9
-
923
Excavation for roadway in hard rock (controlled blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres
309.9
-
258
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres
309.9
-
203
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
2703.95
-
67
Construction of road embankment with approved material and roadway excavation... as per drawing and technical specification
-
-
-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.
1735.44
-
154
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
66011.56
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486
Forming subgrade with Gravel brought from approved local 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,seigniorage charges, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber & gradient in the formation as directed by Engineer-in-Charge
9456.42
-
786
Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408
1540.74
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534
Construction of earthen shoulders with granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
734.41
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747
Construction of shoulders with approved Gravel material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
716.05
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747
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
3415.87
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1962
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
3141.7
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2660
Pavement Courses-Flexible
-
-
-
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 0.60 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.
12567.82
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38.5
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.
22220.8
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8.9
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
589.6
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8754
Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant using hard blasted granite crushed aggregates of Grading – II as per Table 500-17, premixed with Bituminous binder of VG 30 Grade as per jobmix formula with a minimum of 5.4 % by mass of total 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
353.96
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9535
Protection Works
-
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.
240
-
55.6
Add for Intersection
-
-
-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
361.8
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1353
Providing and laying 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
723.6
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1783
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
1911.92
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318
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810
-
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-
At pitching sections
360
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2555
Providing and construction of lined surface /sub surface drains to the required lines and grades, including all labours, materials and machinery with all leads and lifts as per the drawing and Technical Specification Clause 309 and section 1700.
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a) RCC drain - 1.5 x 1.5 m with 0.15 m thick wall and slab sections(At start & end of Approach Road)
396
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6216
b) Earthen drain considering both sides
1391
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130
Major Bridge
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
-
-
-
Depth up to 3m (Abutment Left, Abutment Right, Pier)
2449.44
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130
Earth work excluding hard rock
612.5
-
133
Earth excavation for foundation of structure in hard rock at 50% of 3-6 mts depth
612.5
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923
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15
122.47
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6072
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
24.15
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5899
ii) Approach Slab
-
-
-
RCC M 20 grade for Raised kerb as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump
147.75
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5476
Reinforced cement concrete Approach slab including reinforcement and formwork complete as per drawing and Technical specification Cement concrete M30
48.3
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9913
approach slab
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications For sub structure M35
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-
-
Substructure
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-
-
Abutment Stem
121.72
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6440
Abutment cap Straight portion
38.33
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6440
Abutment Dirt Wall
18.27
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6440
Haunch
2.84
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6440
P1
-
-
-
Pier Stem st
44.32
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6303
Pier Stem cut waters
34.79
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6303
Pier Cap Straight Portion
63
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6303
Pier Cap Tapered Portion
43.5
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6303
P2
-
-
-
Pier Stem st (upto 5m)
40
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6303
Pier Stem cut waters( (upto 5m))
31.4
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6303
Pier Stem st(5 to 10m)
11.76
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6440
Pier Stem cut waters(5 to 10m
9.23
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6440
Pier Cap Straight Portion
63
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6440
Pier Cap Tapered Portion
43.5
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6440
P3
-
-
-
Pier Stem st (upto 5m)
40
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6303
Pier Stem cut waters( (upto 5m))
31.4
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6303
Pier Stem st(5 to 10m)
16.24
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6440
Pier Stem cut waters(5 to 10m
12.75
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6440
Pier Cap Straight Portion
63
-
6440
Pier Cap Tapered Portion
43.5
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6440
P4
-
-
-
Pier Stem st (upto 5m)
40
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6303
Pier Stem cut waters( (upto 5m))
31.4
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6303
Pier Stem st(5 to 10m)
26.64
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6440
Pier Stem cut waters(5 to 10m
20.91
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6440
Pier Cap Straight Portion
63
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6440
Pier Cap Tapered Portion
43.5
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6440
Abutment Stem
137.97
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6303
Abutment cap Straight portion
38.33
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6303
Abutment Dirt Wall
18.27
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6303
Haunch
2.84
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6303
Pedestal
10.8
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6303
Cement Concrete for Reinforced Concrete in open foundation complete as per Drawing and Technical Specification Foundation M35 Abutment Footing Straight Portion B/S,Abutment Footing Taper Portion B/S,Abutment Footing Taper Portion B/S, Pier Footing Straight Portion For 8 Piers, Pier Footing Tapered Portion For 8 Piers
1259.1
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5783
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Providing and laying M-30 grade Reinforced Cement Concrete Cast-in-situ Box Culvert, Wing Wall, Return Wall, Kerb with 20mm down graded crushed stone aggregates all labour, materials, machinery, (excluding reinforcement), shuttering and supporting arrangements, transporting concrete from batching plant by transit mixer, placing it in position, compacting properly with needle vibrator, moist curing for 14 days, all leads and lifts, etc. complete as per drawing , Technical Specification Clause 809and Section 1500,1700,2100 and as directed by the Engineer Return Wall, Toe Heel, Return Wall (Between two abutment), Toe and Heel (Between two abutment)
297.59
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6216
Providing and laying Gravel Backing underneath complete as per drawing and Technical specification.including cost and conveyance of materials to site and including labour charges for Gravel, complete for finished item of work as per MoRT&H specification ( 5th revision ) and as directed by the Engineer-in-Charge
575
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786
Providing and laying M40 grade Reinforced Cement Concrete with 20 mm down graded crushed stone aggregates in Deck Slab including shuttering and supporting arrangements, (excluding reinforcement) transporting concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing for 14 days, all labour, materials, machinery, all leads and lifts, etc. complete as per drawing, Technical Specifications Section 1500, 1700 and 2300 and as directed by the Engineer.
-
-
-
Solid Slab
919
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7321
Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications Girder - 2.1m : End section ,Mid section, Flair section, Girder per Span, End Diaphram Intermediate Diaphram
1515
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13297
Providing and laying M40 grade Reinforced Cement Concrete with 20 mm down graded crushed stone aggregates for Crash Barrier and Kerb (Major Bridge and Flyover) excluding reinforcement including shuttering and supporting arrangements, transporting concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing for 14 days, all labour, materials, machinery, all leads and lifts, etc. complete as per drawing, Technical Specifications Clause 809,and Section 1500,1700,2100 and as directed by the Engineer.
-
-
-
Viaduct
204.88
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8841
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
85
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197170
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
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-
(A) 200 ton capacity fixed bearing
2000
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285
(B) 200 ton capacity sliding bearing(fixed in longitudinal direction or fixed in transverse direction)
6000
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287
(C) 200 ton capacity free bearing
8000
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287
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
126
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6302
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
-
-
-
Superstructure
-
-
-
Viaduct
372.01
-
84551
Substructure
180.93
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82196
Foundation
188.87
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81872
Kerb
4.43
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84551
Return Wall
23.81
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82196
Box drain
39.6
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82196
Providing and laying 65 mm thick wearing coat (25mm Mastic asphalt and 40 mm Bituminous Concrete) including all labours, material and machinery, all leads and lifts etc as per drawing
2730
-
1070
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
601.56
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2363
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
180
-
248
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
4200
-
2147
Providing and laying 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 300 mm thick Stone/Boulder
168.74
-
2022
Drainage Spouts complete as per drawing and Technical specification
70
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2262
Provide anti-corrosive paint on Concrete Surface Dekguard S300. Providing and Applying a Protective / decorative surface coating
The protective coating shall be Dekguard S300 system comprising of a penetrating silane/silaxone primer followed by Dekguard S300, polymer undercoat and overcoated with Dekguard S300, aliphatic acrylate pigmented topcoat. The total dry film thickness of the coating shall be not less than 300 microns excluding primer and shall be capable of providing carbon dioxide diffusion resistance and the depth of carbonation shall be Nil, when tested at 24 hours by the accelerated carbonation test. The permeability and water absorption shall be Nil when tested at 24 hours as per BS 1881. The chloride ion diffusion shall be nil after 72 hours.Adhesive bond strength of 1.5N/mm2 (ASTM ) The coating shall be resistant to UV and weathering. Deck Slab,Girder - 2.1m,Diaphragm
13230
-
118
Applying cement paint of approved quality to the surface of concrete Crash Barrier, Kerb including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specification Section 800 and as directed by the Engineer.
2389.61
-
117
Kerb
-
-
-
Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.
2
-
91
Providing and laying 50 mm diameter heavy duty MS pipe over Crash Barrier as per IS: 1239 with expansion gap at every 20 m interval along with providing insert plate at 2 m interval, painting with single coat of zinc-rich primer and two coats of top coat epoxy paint including all labour, materials, machinery, all leads and lifts, etc. complete as per drawing, Technical Specifications Section.800 and as directed by the Engineer.
-
-
-
Providing and laying 110mm dia HDPE pipe kept at 300mm above the RCC decklevel as per specification and drawing and as directedby the engineer.
788
-
191
Providing and laying 100 mm PVC pipe for Duct in footpath
394
-
248
Road Furniture
-
-
-
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.
-
-
-
a) Lane/center line/edge line/ transverse marking and any other markings. At centre lane marking Edge Lane Marking
638
-
560
b) Directional Arrows / Lettering
150
-
160
c) Painting diagonal, pedestrian crossings, speed breakers and kerbs
542.49
-
560
Add for Intersection
124.1
-
97
Painting Kerbs with approved black and white with cement paints
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
-
-
-
Cautionary (90 cm equilateral triangle)
-
-
-
Cautionary at Curves At Intersections
16
-
5756
Mandatory
-
-
-
At Intersections (90 cm high Octagon)
3
-
8054
Informatory (80 cm x 60 cm rectangular)
3
-
6593
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings
-
-
-
Cluster of Red Reflector
-
-
-
At Intersections
2
-
900
At Bridge
16
-
3514
Providing and fixing of Raised Pavement Marker (RPM), Twin Moulded Shanks (studs) fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 the work as directed by the Engineer–in–charge.
700
-
336
Total No of BOQ ITEMS: 58 (Fifty Eight )only
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