Periodically Renewal To Mg Road( Pwd Road) Starting From Bell Road Junction To Vijayawada Ranchi Road Via Indira Junction And Kumbar Street To Bye Pass Road Via Satiguda At State Highway (Malkangiri Road) Via Phd Office To Main Road(Pwd Road) Via Tri Civi
Tender Overview
Project Description
Periodically Renewal To Mg Road( Pwd Road) Starting From Bell Road Junction To Vijayawada Ranchi Road Via Indira Junction And Kumbar Street To Bye Pass Road Via Satiguda At State Highway (Malkangiri Road) Via Phd Office To Main Road(Pwd Road) Via Tri Civil
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying the existing bituminous road surface to aRequired depthby mechanical means and disposal of scarified material within initial lifts and lead upto 100 mtr. away from the work site as per clause 305.4.3, 305.8,305.9.6,501.8.3.2,501.8.7.2,501.8.8.1 and section 900 of specification for Road and Bridge Work of MORT&H(5th revision) complete as per the direction of the Engineer-In-Charge. |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness including Cost, Conveyance and all taxes of labour and T&P required for the work etc. complete as per Direction of Engineer in charge. |
| 3 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 4 | Providing & laying 50 mm av. thick compacted Bituminous Macadam(Grading-II ) using 60/70 grade BitumenwithHot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 %by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 5 | Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 6 | Providing and applying tack coat on the prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 7 | Providing andlaying25 mm av. thick compacted Semi Dense Bituminous Concrete(Grading-II) using 60/70 grade Bitumen and crusher brokenhard granite aggregates of specified grading, premixed with bituminous binder @5per centof 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 compactionas per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 8 | Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 9 | Earth work in excavation of foundation of Structures in hard/gravelly soil including shoring, centring, shuttering, propping bullahs, piling and dewatering(if required) with dressing and levelling the bed and laying the excavated earth in layers not exceeding 0.3 m in depth at places away from work site and stacking of useful materials near by the work site with in intial leads and lifts including cost of all labour and T&P for the works etc. complete as directed by the Engineer-in-charge. |
| 10 | Supplying & filling in foundation & plinth with sand in 23.5cm(9”) thick layers including watering & ramming with cost, conveyance, royalties,taxes of the materials & labour with T&P required for the work etc.,complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted section only) |
| 11 | Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6) with 40mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 12 | Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4) with 12 mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 13 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-gradeas per approved drawing and technical specifications as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 14 | Providinjg, laying & spreading moorum in shoulders etc complete incluidng cost of labour hire charges of T & P required for the work as per specification & direction of Engineer in charge. |
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