Tender Fo Improvement To Left Bank Service Road Of Disty. No.16 From Rd 3.10 Km To 7.00 Km. Of Pattamundai Canal
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Sep 2023
0 days left
EMD
3.01 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pattamundai → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Left Bank Service Road Of Disty. No.16 From Rd 3.10 Km To 7.00 Km. Of Pattamundai Canal Canal Bank Road Improvement Work
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in approved type of soil from approved borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloadingthe earth over the approved surface of the embankment in proper profiles with all leads, lifts,delifts includingrough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth including laying in layers not exceeding 22.50cmincluding watering and compaction with OMC conditionby VRR upto 95% dry density for all heights including construction and maintenance of haul road, cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of labour,carriage, royalty, cess etc. all complete as per specification and direction of the Engineer-in-Charge.(Measurement will be taken on finished compacted level section only and earth to be arranged by the contractor at his own cost and responsibility) |
| 2 | Fine dressing of earth work in slope of embankment including filling of earth of rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing with dub sods of rectangular shape of minimum 0.25 cm thick with cost, conveyance by mechanical means with all leads, lifts and delifts ,cess including mobilisation, demobilisation, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grasswith all cost incidental to the work etc. complete as per specifications and the direction of the Engineer-in-Charge. (Measurement will be taken after survival of grass). |
| 3 | Construction of granular sub-base by providing and laying, spreading and compacting stone aggregates to 200 mm thickness with IRC grade - III materialsas per table-401-Ito WBM specification including spreading in uniform layers with moter grader on prepared surface mixing by mix place method with rotavater, rolling with VRR in stages toproper grade and camber, applying and brooming using stone screened dust asbinding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density at OMC as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost ,conveyance, royalty, cess etc. including labours and hire charges of T&P materials required for the work,hire and running charges of machineries etc. complete as per specification anddirection of the Engineer-in-Charge. |
| 4 | Providing, laying, spreading and compacting to 150mm thickness graded stone aggregate to wet mix macadam specification including premixing the materials(as per table-400-II) 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 compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works(4th revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess including labours and hire charges of T&P materials required for the work,hire and running charges of machineries etc. all complete as per specification anddirection of the Engineer-in-Charge. |
| 5 | Clearing the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed aair to receive bituminous etc. complete as per direction of Engineer-in-Charge. |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance,cess and taxes of all materials including labours and hire charges of T&P materials required for the work,hire and running charges of machineries etc. all complete as per specification anddirection of the Engineer-in-Charge. |
| 7 | Providing and applying tack coat with bituminous emulsion (60/70) penetration gradeusing the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads, lifts and delifts including cost, conveyance, cess etc. including labours and hire charges of T&P materials required for the work,hire and running charges of machineries etc. all complete as per specification anddirection of the Engineer-in-Charge. |
| 8 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paveer finisher to the required grade, level and alignment and rolled as per clause 504 of MoSRT&H Specification for Road and Bridge works (4th revision). |
| 9 | Providing and laying 25mm thickness semi dense bituminous concrete with batch type hot mix plant using specified grading -II, 10mm nominal size hard granite crusher broken chips, premixed with bituminousbinder of60/70 penetration grade of bitumen @ 5 % of the weight of the mix, 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 as per Clause 508 of MoSRT & H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including labours and hire charges of T&P materials required for the work,hire and running charges of machineries etc. allcomplete as per specification anddirection of the Engineer-in-Charge. |
| 10 | Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60 : 40) proportion and laying in sub-base of road in layers not exceeding 100mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P materials required for the work, watering and consolidation with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Aug 25, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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