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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-AOC AT DAHIKHIA PO PS KAKATPUR DIST PURI | ₹42.5 L | L1 | Accepted-AOC L1 bid of Sri SATYABRATA SWAIN selected through transparent lottery system accepted by the S.E., Nimapara Irrigation Division for award of contract. |
| 2 | L1₹42.5 LRejected-Finance | ₹42.5 L | L1 | Rejected-Finance Not won in the transparent Lottery |
| 3 | L1₹42.5 LRejected-Finance | ₹42.5 L | L1 | Rejected-Finance Not won in the transparent Lottery |
| 4 | L1₹42.5 LRejected-Finance AT WORD NO 58 PO OLD TOWN BHUBANESWAR MC PS LINGARAJ POLICE STATION DIST KHORDHA | ₹42.5 L | L1 | Rejected-Finance Not won in the transparent Lottery |
| 5 | L1₹42.5 LRejected-Finance | ₹42.5 L | L1 | Rejected-Finance Not won in the transparent Lottery |
Tender Value
₹42.5 L
EMD Value
₹42,600
Closing Date
5 Feb 2026, 5:30 pmClosed
Superintending Engineer., Nimapara Irr Divn.
Office of the Superintending Engineer Nimapara Irrigation Division, Nimapara Puri Odihsa
Improvement to Bhargavi Left Embankment from RD 0.00Km. to 2.00Km.
2026_CELBB_124907_20
e-Procurement Notice No.- 08 of 2025-26
Open Tender
Civil Works - Others
180 days
Nimapara
Please refer Tender Documents
2 documents required · 2 mandatory
₹6,000
₹42,600
Yes
16 Apr 2026
22 Jan 2026
6 Feb 2026
22 Jan 2026
5 Feb 2026
22 Jan 2026
22 Jan 2026 - 31 Jan 2026
Clearing and grubbing road land including uprooting rank vegetation, grass, brushes, shrubs, sapling and trees girth up to 300 mm (Light jungles) & removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking the serviceable materials to be used or auctioned up to a lead of 1000 Meters including removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of the Engineer-in-charge.
Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty, labour cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only
Earthwork in excavation of foundation in all kinds of soil within in 50 m initial lead and 1.5 m initial lift including rough dressing breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth & making fit for foundation with all labour, T&P,labour welfare cess etc. complete as per the direction of the Engineer-in-charge.
Filling foundation and plinth with good quality sand in layers not exceeding 22.50 c.m in thickness well watered and rammed including cost, conveyance,royalty, EMF, DMF,Additional charges and all other taxes of all materials with all leads,lifts and delifts, cost of all labour,T&P,labour welfare cess etc. in all respects and as per specification and the direction of the Engineer-in-Charge.
Cement concrete M15 Grade with 40 mm downgraded crusher broken hard granite chips including mixing with concrete mixture,hoisting and laying manually,compacting by vibrator including cost,all labour,conveyance,royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by Engineer-in-Charge.
Cement concrete M20 Grade with 20 mm downgraded crusher broken hard granite chips including mixing with concrete mixture,hoisting and laying manually,compacting by vibrator including cost,all labour,conveyance,royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by Engineer-in-Charge.
Scarifying of existing bituminous road surface to a depth of 50mm and depositing the scarified materials away from the working area with all lead, lift, delifts, cost of labour, cost of hire and running charges of all machineries, T and P, cost of fuel, lubricants, labour cess, taxes etc. complete as per the direction of Engineer-in-charge.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 subbase/ 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) including all cost, conveyance, royality, EMF, DMF, Additional charges of materials, taxes, labour cess etc. complete as per direction of Engineer-in-charge.
Providing & apllying primer coat with bitumen using the emulsion on the prepared surface of granular base including clearing of road surface & applying primer @ 0.60 kg/sqm mechanical means as per clause 502 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, labour cess & taxes etc all complete as per the direction of Engineer-in-charge.
Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, labour cess & taxes etc all complete as per the direction of Engineer-in-charge.
Providing & laying of Bitumen Macadam with hot mix plant using cushed aggregates of grading-II (19mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen,transported to work site,laid over a previously prepared surface with a hydrostatic paver finisher with the sensor control to the required grade, level,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, EMF, DMF, Additional charges & taxes etc all complete as per the direction of Engineer-in-charge.
Providing & laying Semi Dense Bituminous concrete with batch type hot mix plant using crushed aggregates of grading-II (10mm),premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen, transportating the hot mix to work site,laying with a hydrostatic paver finisher with the sensor control to the required grade, level ,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & laying of Bitumen Macadam with hot mix plant using cushed aggregates of grading-II (19mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen,transported to work site,laid over a previously prepared surface with a hydrostatic paver finisher with the sensor control to the required grade, level,allignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT&H Specification for Road & Bridge works (4th Revision) including all cost,carriage,royalty & taxes etc all complete as per direction of Providing & apllying Tackcoat with bitumen using the emulsion pressure distributer @ 0.20kg/m2 on the prepared surface of bituminous /granular base cleaned with mechanical broom as per clause 503 of MoSRT&H specification for Road & Bridge works (4th Revision) includimng all cost,carriage,royalty, EMF, DMF, Additional charges & taxes etc all complete as per the direction of Engineer-in-charge.
Quarrying,collecting & supplying good quality moorum from approved quarry and stacking the same at work site or at approved stack yard for premeasurement in regular box heaps of 1.50m x 1.50m x 0.50m to be measured as one cum and conveying from premeasurement including watering and compacting to required density with P.R.R including cost,conveyance,royalty, EMF,DMF,Additional charges and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads,lifts and delifts and labour welfare cess etc.complete in all respects and as per specification and direction of Engineer-in -charge
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