Haldia Development Authority Tender
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The HDA has issued a formal invitation for competitive bids for the Haldia Development Authority project, for Construction of Pucca road from NH 6 Bypass Kansai Bridge to Mahapur Ganga Mandir under Panskura 1 Block. in East Midnapore, West Bengal, with an estimated contract value of Rs. 14,76,17,181. The bid opening date for this tender is 26-06-2018 and the last date for bid submission is 20-07-2018. Interested bidders for Haldia Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Haldia Development Authority - HDA Tender
Eprocure
Opening Date26 Jun 2018
Closing Date20 Jul 2018
Tender Amount₹ 14,76,17,181
Costs
EMD
₹ 28,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_HDA_177677_1Bid Award Id
ViewTender No
87/HDA/EC OF 2017 2018 2nd callTender Authority
Haldia Development Authority ViewPurchaser Address
-Website
http://https://www.hda.gov.in/
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Documents
BOQ Items
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UC Bullah Pilling (15 cm dia @75 cm c/c Single Row) 1.73 M(av.) high on eucalyptus bullah pilling 15 cm & 10 cm dia and 5.0 M long drive 3.34 M (av.) below G.L. and 75 cm centre to centre including fitting, fixing 4 nos. of 10 cm dia Encalyptus runner, cost of necessary nails bolts, nuts etc. and providing 2.5 M long eucalyptus bullah ties of 12.5 cm dia. @1.8M c/c fixed with 15 cm dia bullah post driven 1.50 m below G.L. including cost of all materials and two coats of coal tarring to all eucalyptus bullah, placing of cement bag filled with earth etc. complete.
Ref:-Rate Analysis
1800
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4553.67
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Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.) Ref:-Page-326, Item No-18.30
66000
-
201
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Earth work in road embankment and construction of sub-grade in all sorts of chainage by obtaining carried earth from any distance depositing the same and compaction by hand rammer each layer of soil upto 25 cm. (loose) thick layers including breaking all clods, thoroughly watering, dressing cambering etc. filling deposition making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crest to proper profile in accordance with the procedure of work as detailed in specification including stripping off the grass sods, weeds etc. and as per direction and satisfaction of Engineer-in-charge including up-rooting plants and jungles as when and where necessary.
Ref :Rate Analysis
25515
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268.5
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheetplate with required bracing for any kind of plain orreinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required.
Ref:-Page-316, Item No-18.05(b)
800
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214
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Wet Mix Macadam Base Course: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Ref:-Rate Analysis
8111.25
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2403.93
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Spreading and consolidating laterite of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all man and machineries and as per specification ad direction of Engineer-in-Charges.
Ref:-Rate Analysis
2163
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1653.82
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By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) (v) Grading – V : 37.5 mm chips - 0.3449 M3, 22.4 mm chips - 0.2938 M3,11.2 mm chips - 0.1277 M3, 5.6 mm chips - 0.2555 M3,Sand - 0.2555 M3 Ref:-Rate Analysis
4326
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2071.87
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1% CESS
141940007
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0.01
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. Ref:-Page-237, Item No-3.16(a)
42000
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14.4
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete.(a) Depth of excavation not exceding 1,500 mm. ( Boulder Sausage) Ref:-Page-1, Item No-2(a)
8000
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119.27
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R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips Ref:-Rate Analysis
42
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670
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Providing and fixing typical citizen information board constructed with BFS, PCC, 250 mm & 125 mm brick wall (1:4) with necessary 15 mm thick plastering (1:4) & rule pointing, including supply & fixing of white marble stone (1100mm X 800mm X 18mm) with black colour engraved lettering as per the enclosed drawing. Ref:-Rate Analysis
2
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9710
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Tack Coat: Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per Sqm)
Ref:-Rate Analysis.
40556.25
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6.39
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Prime Coat: Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) Ref:-Rate Analysis)
40556.25
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18.81
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Tack Coat :Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) Ref:-Rate Analysis
40556.25
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6.39
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12% GST
126732149
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0.12
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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm including breaking clods consolidating the same by ramming and dressing complete including the cost of supply of sand (Payment to made on measurement of finish quantity). Ref:-Page-2, Item No-4(a)
1600
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543.51
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work (a) With earth obtained from excavation of foundation.
Ref:-Page-279, Item No-12.02
2666.67
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92
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Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. Ref :Rate Analysis
21600
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1392.25
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Bituminous macadam: Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading premixed with bituminous binder, trasported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (bitumen 60/70 packed /bulk-75 Kg. /Cum., 22.4 mm chips-30% , 13.2 mm chips-20%, 11.2 mm chips-25%, 5.6 mm chips-15%, stone dast with grit-10%) (a) 50 mm compacted thickness. Ref:-Rate Analysis
2027.81
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5248.82
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By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading – III, 13.2 mm chips - 0.1920 M3, 11.2 mm chips - 0.2560 M3, 5.6 mm chips - 0.5670 M3, Sand - 0.2560 M3
Ref:-Rate Analysis
6489
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1962.29
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Filling empty cement bags with ordinary earth ,empty cement bags & supplying empty cement bags in good condition. Ref :Rate Analysis
1800
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705.64
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