Telangana State Industrial Infrastructure Corporation Limited Tender
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Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
192492Bid Award Id
ViewTender No
19/ZM/MDCL-SDPT/TSIIC/2020-21, Dt: 04.09.2020Tender Authority
Telangana State Industrial Infrastructure Corporation Limited ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
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RD;Providing and laying 50mm thick 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 (grade-II), premixed with bituminous binder with VG-10 grade @ 4.0 to 4.5 percent 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 including hire and operational charges of all T & P, cost and conveyance of all materials, labour charges for all operations, diversion of traffic, etc., complete for finished item of work as per MoRTH (5th Revision) specification clause No. 507 complete in all respects.,Excluding GST & Seigniorage charges.
27.12
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171997.75
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RD;Providing and applying tack coat with bitumen emulsion (RS-1)(Rapid Setting) over the prepared surface before laying DBM at the rate of 2kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformly with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge except GST as per MORTH (5th Revision) specification 503.
462.5
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3792.5
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RD;Providing and applying Primer coat with bitumen emulsion (SS-1) (Slow Setting) over the prepared surface of granular base as WMM surface at the rate of 6.00 kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work, as directed by the Engineer-in-Charge as per MORTH (5th Revision) specification 502. Except GST
462.5
-
18153.12
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RD;Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including cost & conveyance of all material, hire and operational charges of T&P, labour charges for all operations, premixing the material with water at OMC in mechanical mix plant, carriage of material by tipper to site, laying in uniform layers with paver finisher in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including lighting, grading, barricading and maintenance of diversion of traffic, etc., complete for finished item of work, as per table 400.13 of technical specification clause 406 MORTH(5th Revision). Except GST& Seigniorage charges,
107.15
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201517.01
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RD;Providing Granular Sub Base using HBG crushed close graded material confirming to grading -I of MoRTH table - 400.1 (50% of 53mm to 9.5mm , 20% of 9,5 to 2.36mm and 30% of 2.36mmm below)including spreading the HBG material in layers of uniform thickness not exceeding 150mm thick with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density complete as per technical specification as directed by the Engineer-in-charge etc, including cost and conveyance of HBG material, water etc to site, labour charges for all operations, all incidentals hire & operational charges of roller and other T&P etc,, complete for finished item of work as per MoRT&H (5th Revision) Specification 401.excluding GST & Seignoriage Charges
141.5
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240353.31
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RD;Construction of embankment with good gravel brought from outside and spreading in layers of not more than 200mm thick each or as directed by the Engineer-in-Charge during execution, watering, dozing, grading and compacting each layer to required proctors density with OMC compaction with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including cost and conveyance of good gravel,all labour charges, hire and operational charges of dozer, power roller,mortar grader,water tanker,all water leads, seigniorage charges etc complete as per requirement of table 300.2 as per Technical Specification clause 305 MORTH (5th Revision). (payment will be based on levels for finished item of work).Excluding GST& Seigniorage charges
421.5
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252057
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