Improvement To Ambasara Chhaka To Dhenkanal Boarder Road ( Odr ) Such As Construction Of Box Cell Culvert Of 1 / 22 / 0 For Minor Canal Crossing Of Rengali Irrigation Project At 4 / 900K.M For The Year 2021-22. Road Work
Tender Value
15.07 Lakhs
Estimated cost
Bid Submission
13 Dec 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panikoili → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Ambasara Chhaka To Dhenkanal Boarder Road ( Odr ) Such As Construction Of Box Cell Culvert Of 1 / 22 / 0 For Minor Canal Crossing Of Rengali Irrigation Project At 4 / 900K.M For The Year 2021-22. Road Work
BOQ
| Sl. No. | Item Description |
| 1 | Box-CulvertEarth work in excavation of foundation of structure all kinds ofsoilwithin50m lead and 1.5m lift includingrough dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge. |
| 2 | Cement concrete of M-15 levelling coarse with 40mm size in foundation and plinth clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm.(6”)thick to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 3 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in Foundation clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 4 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in sub-structure clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 5 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in Super-structure clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 6 | Straightening bent up or coiled rods cutting, bending, cranking, hooking, welding or jointing (if required)the M.S.rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works andincluding cost, conveyance and taxes of M.S.rods or Tor steel and binding wires of 18 to 20gauge and labour with all T&P required for the work etc. complete in all floors(weight of binding wires/ over lapping/Wastage of rodwill not be considered for payment and payment will be made on weight of M.S.Rodsor Tor steels only) including all other specification as per the direction of the Engineer-in-Charge. |
| 7 | Back filling behind abutment wing walls & return wall using sand complete as per approved drawing & technical Specifications and as per Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 8 | Providing Weep Holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 dia using A.C./ PVC pipe extending through te full width of the structure with slope of 1V:20H towards drawing foce including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 9 | Finishing walls applying 2 coats with water based cement paint of approved shade to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efforescence and applying paint @ of 1 litre for 2 sqm with all cost conveyance, labour and T&P etc. required for the work complete as per the direction of the Engineer-In-Charge. |
| 10 | Filling foundation and plinth with excavated materials etc. including OH & T&P including labour etc complete as per direction of the Engineer-in-Charge. (2/3rd rate of earth work in excavation of foundation etc) |
| 11 | Approach RoadClearing and grubbing road land including uprooting rank vegetation grass, bushes, shrubs, saplings and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness including all cost, conveyance of materias, labour and T&P required for the work etc complete as per the direction of the Engineer-In-Charge. |
| 12 | Construction of granular sub-base by providing coarse graded with Grading-IV material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density as per approved drawing and technical specifications as per Clause 401 of MoSRT&H specifications, organic soil not exceeding 150mm in thickness including all cost of materials labour T&P etc complete for Road& Bridge works(Latest Revision). |
| 13 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam base course specification including premixing the material with water at OMC in mechanical mix plant, cariage of mixed material by tipper to site, laying in uniform layers with paver in sub-basse/base ourse on well prepared surface and compacting with vibratory roller to achieve the desired density as per approved drawing and technical specifications as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 14 | Providingand applying primer coat with slow setting bitumenemulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60Kg/sqm using mechanical meansas per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification including all cost, conveyance of materias, labour and T&P required for the work etc complete as per the direction of the Engineer-In-Charge. |
| 16 | Providing laying, bituminous macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggreates specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site laid over a prevously prepared surface with a hydrostaic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem rollers to achive the desired compaction as Clause 504 of MOSRT&H specifications for road and bridge work (4th revision) |
| 17 | Providing laying, semi dense bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggreates specified grading premixed with bituminous binder minimum 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostaic paver finisher with smooth sheeled, vibratory and tendem rollers to achive the desired compaction as Clause 508 of MOSRT&Hcomplete including cost of all materials, taxes, labour, labour cess T&P etc. required for the work complete in all respect as directed by the Engineer-In-Charge. |
| 18 | Providing spreading moorum on road surface in layers not exeeding 0.15 m thick with watered compacted to required density in OMC with PRR with HRC of PRR etc complete including cost of all labour , labour cess T&P sundries etc as per direction of the Engineer-in-Charge. |
| 19 | Providing and laying of hot applied thermoplastic compound with reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusice of surface applied glass beads as per IRC :35 the finished surface to be lavel uniform and free from streaks and holes on bituminous surface as per Clause No.803 of MORT&H specification for Road and Bridge works etc complete. |
AI Tender Summary
Tender Timeline
Dec 04, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 13, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 14, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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