Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Construction Works
Opening Date21 Oct 2020
Closing Date3 Nov 2020
Tender Amount₹ 13,11,35,501
Costs
EMD
₹ 12,51,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
355026Bid Award Id
ViewTender No
T No 33/CE/ APIIC/2020-21 Dt:15.10.2020Tender 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).
19330
-
726.87
Forming Subgrade with suitable earth 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
19330
-
726.87
Construction of Granular sub-base by providing HBG material confirming to Grading - V 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. (Payment will be made based on levels for finished item of work ).tem of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
7354
-
2032.8
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.
6747.31
-
2294.65
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
26750
-
28.16
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 (excluding seigniorage) 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)
1337.5
-
6781.5
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) and as directed by the Engineer-in-Charge.
26750
-
8.85
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) complete for finished item of work in all respects as directed by Engineer-in-Charge
802.5
-
7210
Construction of Dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
1134
-
2911
Construction of un-reinforced, dowel jointed, plain Cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1587.6
-
5524
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, seigniorage charges,labour charges for all operations,all taxes,hire and operational charges all T & P,diversion of traffic etc complete for finished item of work as per clause 407 MORTH Specification 401.
4259.07
-
332.2
Cast -in-Situ Cement Concrete M20 Kerb with top and bottom width 103 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.
2900
-
542.3
Providng of 100mm dia. PVC pipes for draining storm water from road to drain system including cost and conveyance of pipes to site, all taxes, labour charges including fixing, complete for finished item of work.
240
-
178.37
Painting to cement concrete kerb with two coats of Synthetic enamel 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.
928
-
89.7
Turfing Lawns with Fine Grassing including Ploughing, Dressing
8365.6
-
29
Planting of trees at 5m spacing by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
1280
-
1389
Planting and Maintaining of Flowering Plants and Shrubs in the medians for one year
1.45
-
389956
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 MORD / 803 MORTH (Edge Lines and additional 2% for arrow markings)
1309.68
-
702
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 (Center lines)
321
-
702
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 to IRC-79 and the drawings as per Specification 805 MORTH.
64
-
2285
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron pron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 MORTH / 1701 MORD.
117
-
3400
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 (For Pedestrain Crossing)
334
-
702
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH
16
-
4903
Advance Direction Sign/Destination Sign Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH
16
-
4903
Providing and fixing of road stud 100 x 100 mm die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.f the work as directed by the Engineer–in–charge
3117
-
316
Construction of footpath/separator over a drain slab with 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3
5250
-
613
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 MORD / 2900 MORTH
212
-
8922.34
Storm water Drains
-
-
-
Earthwork excavation in soils Incl SDR by Mechanical means for foundations of structures as per drawings and technical specification including setting out constructions of shoring and bracing, removal of stumps and other deleterious matter,dressing sides of bottom, back filing the exacavated earth to the extent required etc,. complete including for finished item of work as per etc., and as directed by the Engineer - in -Charge
4991
-
62.62
Plain cement concrete M15 grade for levelling course Design Mix using 10mm to 40mm(10mm @10%, 20mm @ 30% and 40mm @ 60%) size HBG machine crushed granite chips confirming to table 1000-1 and fine aggregate conforming to table 1000-2 of MORT&H specification using min cement content of 275 kg/cum of concrete including cost and conveyance of all materials (viz) cement, stone aggregate, sand, water to site,seigniorage charges, centering,shuttering, machine mixing, laying concrete, vibrating, finishing smooth to required level, curing, all other incidntal and operational charges,labour charges for all operations, all taxes, but excluding cost of steel and its fabrication charges, etc., complete as per MORTH specification.(RBR-FNDN-5(iii)-P.No.369
747
-
4567.27
Construction of reinforced cement concrete M-20 grade for side walls of the drains including centering & shuttering but excluding reinforcement all complete as per drawings & MoRTH Spec (Fourth Revision) Sections 1500 & 1700.
582
-
5692.48
Construction of reinforced cement concrete M-20 grade for bottom slab of the drains including centering & shuttering, providing hooks for lifting the cover slab of 1m length @ 10m interval but excluding reinforcement all complete as per drawings & MoRTH Spec (Fourth Revision) Sections 1500 & 1700.
1432
-
5668.41
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
121
-
53950.43
No. of BOQ items: 34(Thirty Four) only
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