Municipal Administration Department Tender
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Costs
EMD
₹ 7,626Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
562702Tender No
E1/2063/19/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
... More
Laying of BT Road;Carting of surplus excavated earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.
150
72
10920
... More
Laying of BT Road;Providing and laying bituminous concrete with 100 to 120 TPH HMP producinig an average out put of 75 Tonnes/ hour using crushed granite aggregates of specified Grading, premixed with bituminous binder @ 5.4 to5.6 Percent of mix and filler, transporting the hot mix to worksite laying with a hyrostatic paver finesher with sensor controll to the requried grade, level and alignement, rolling with smooth wheel, vibratory and tandem roller to achiove the desired compaction as per MORTH specification clause No.509 Complete in all respects RBR-BASC-9
14.25
10994
156664.93
... More
Laying of BT Road;Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. RBR-BASC-2
475
11
5571.75
... More
Laying of BT Road;Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH Btach type hot mix plant producing an average output of 25 tonnes per hour using crushed agrgregates of specified grading, premixed with bitumenious grinder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to worksite laying with a hyrostatic paver finesher with sensor controll to the requried grade, level and alignement, rolling with smooth wheel, vibratory and tandem roller to achiove the desired compaction as per MORTH specification clause No.507 Complete in all respects RBR-BASC-7
23.75
9356
222220.44
... More
Laying of BT Road;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) RBR-BASC-1(i) a
475
35
17038.25
... More
Laying of BT Road;RBR- SBBS-11B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
125
2273
284160
... More
Laying of BT Road;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)
150
76
11520
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