Maintenance Of Nh-22(New Nh-05) On Kalka Shimla Wangtoo Road In Km 153/180 To 236/0 (Sh: Construction Of Retaining /Wall Providing And Laying Wmm , Dgbm 50Mm & 40Mm Bc At Km 13/665 To 13/680 And P/L Wmm, P/L Dgbm. P/L Bc In Km 13/660 To 13/880 ) On Shimla
Tender Value
43.16 Lakhs
Estimated cost
Bid Submission
03 Jul 2023
0 days left
EMD
86400
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
theog → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Nh-22 ( New Nh-05 ) On Kalka Shimla Wangtoo Road In Km 153 / 180 To 236 / 0 ( Sh: Construction Of Retaining / Wall Providing And Laying Wmm , Dgbm 50Mm & 40Mm Bc At Km 13 / 665 To 13 / 680 And P / L Wmm, P / L Dgbm. P / L Bc In Km 13 / 660 To 13 / 880 ) On Shimla Bypassin Sinking Portion Of Road.
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all kinds of soils such as pick work, jumper work, soft and hard rock i.e. chiselling and wedging out of rock if requiredand saturated soils and their intermediate classificationsin all heights and depths.Stacking the useful stone/materials and disposal of unserviceable materials upto the identified dumping site as per the direction of theEngineer-in-Charges including loading of truck for carrying the unserviceable materials. Any loss of Public/ private property during the course of execution shall be the sole responsibility of the contractor which shall have to be duly compansated by him at his own cost in all cases, the work shall be carried out as per clause 301 of section 300 of MORTH specifications to the entire satisfication and direction ofEngineer-in-Charge. |
| 2 | Earthwork in excavation for structures in all depths as per drawing and technical specifications as per Clause 304 of section 300 of MORTH specificationsin all kinds of soils i.e.pick work,jumper work,blasting work in soft and hard rock and intermediate classifications of soil including chiselling and wedging out of rock with in all depths and heights,stacking the useful materials and disposal of unserviceable materials upto the identified dumping site as per the direction of theEngineer-in-Charges with in all leads and lifts. Any loss of public/private property during the course of execution shall be the sole responsibility of contractor which shall have to be duly compansated by him at his own cost. |
| 3 | Providing and laying mechanically mixed and vibrated cement concrete M-15 containing minimum contents of cement is 5.50 bags per cum in all heights and depth as per drawing and technical specifications in foundation of retaining walls complete as per MORTH specification No.1500,1700 & 2100 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge. |
| 4 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 710.1.4.of IRC:78 & 2504.2.2. ofMoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge. |
| 5 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per drawing and Technical Specifications clause 2706 & 2200 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge. |
| 6 | Providing, laying, spreading and compactingUsing Mechanical Paver , graded stone aggregate to wet mix macadam specification includingpremixing 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 sub- base / base course on well prepared surface and compactingwith vibratory roller to achieve the desired density as per MORTH specification No.406 including carriage of all materials within all leads and lifts with all modes of transportation and equipment and cost of formwork required to complete the work to the satisfaction of the Engineer-in-Charge. |
| 7 | Providing and applyingprimer coat with bitumen emulsion (SS-I) on prepared surface of granular based including cleaning of road surface and spraying primer at the rate of 0.6Kg per Sqmt.using mechinical means as per the techinical specification clause 502 in all lead and lifts including mechanical transportation as per the direction of the Engineer-in-Charge. |
| 8 | Providing and laying densegraded bituminousmacadam VG -30 with 100-120 with highercapacity batch type HMPusing crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler, transporting the hot mix towork 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 as per MoRT&H specification clause No. 505complete in all respects |
| 9 | Providing and applying tack coat of bitumen emulsion ( Medium grade) using emulsion pressure distributor at the rate of 2.00 kgs per 10 Sqm (Two kilogram per ten square metre) on the prepared bituminous/ granularsurface cleared with mechanical brooms confirming to Specifications No.503 of MORTH including with in all leads and lifts including mechanical transportation as per the directions of the Engineer-in-Charge. |
| 10 | Providing and laying 40mm(forty millimeter) thick Bitumen VG-30 bituminous concrete with batch type 100-120TPH(Hundred to one hundred twenty tonne per hour) capacity hot mix plant producing an avarage output of 75(Seventy five) tonne per hour using crushed stone aggregates ofSpecified grading premix withbitumen binder at the rate of minimum 5.5%(five point five percent) of weight of mix and filler @ 2%(Two percent cement of weight of aggregates) as per appoved job mix formula, transporting the hot mix materialto work site in clean insulated vehicle covered while in transit or awaiting tipping and laying with a hydrosticpaver finisher with sencer controll to the required grade,level,and alignment ,rolling with smooth wheeled vibratory and tendom roller to achieve the desired compacting as per MORTH specification clause 509 complete including profile correction layer and patching of pot holes including mobilization of plants and equipment by mechnical trasport, including haulage of materials with in all leads and lifts with all modes of tranportion and as per direction and entire satisfaction of Engineer -in- charge nothing extra shall be paid for higher bitumen contents if required as per job mix formula . |
AI Tender Summary
Tender Timeline
Jun 23, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 03, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 04, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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