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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical FLAT NO 104 1ST FLOOR MALATI MANSION NILADRI VIHAR CHANDRASEKHARPUR BHUBANESWAR ODISHA PIN 751021 | KHORDHA | ODISHA | 751021 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical HOUSE NO 604 HABITAT STREET PLOT 604 RASULGARH VILLAGE LOCAL AREA NAME WARD NO 37 GP WARD WARD NO 37 P O RASULGARH P S MANCHESWAR BLOCK ULB BHUBANESWAR MC DIST KHURDHA 751010 ODISHA | KHORDHA | ODISHA | 751010 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹45.7 Cr
EMD Value
₹45.7 L
Closing Date
11 Dec 2024, 5:00 pmClosed
CCE,ABP,SALAPADA
O/O CCE, ABP ,SALAPADA,KEONJHAR,ODISHA
PROTECTION TO ERODED SLOPE OF LEFT BANK IN THE U/S OF ANANDAPUR BARRAGE NEAR VILLAGE SADANGI AND BANK PROTECTION NEAR PADMAPUR AND RESTORATION OF DISTURBED PROTECTED BANKS ON BOTH SIDES.
2024_CCEAB_107345_1
CCEABP-05 of 2024-25
National Competitive Bid
Civil Works - Others
Percentage
365 days
SALAPADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹45.7 L
Yes
19 Sept 2026
21 Nov 2024
12 Dec 2024
21 Nov 2024
11 Dec 2024
21 Nov 2024
21 Nov 2024 - 27 Nov 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish at outside the periphery of the area including all lead, lift, delift T & P, labour, cess etc. complete as per direction of Engineer -In-Charge. | 99,500 | Sqm | 2.7 | ₹2,68,650 |
| 2 | Earthwork in excavation, loading, unloading and carriage by Mechanical means of all kinds of soil including stoney earth, gravel, moorum etc interspread with boulder upto 1/2 cum size, including trimming the slopes and bed to to design section and depositing the excavated materials away from the work site as per the specification with all leads, lifts and delifts from the place of excavation including all costs,T&P, labour, cess etc. complete as per the direction of Engineer-in-Charge. | 729 | Cum | 81.95 | ₹59,741.55 |
| 3 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with all leads, lifts, and delifts on properly prepared and scientifically approved surface, including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with vibro road rollers and dozers but excluding watering and compaction in embankments for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. including all costs, labour, cess, royalty, EMF, DMF, other charges as applicable etc. complete as per the direction of Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition.) | 87,350.58 | Cum | 275.5 | ₹2,40,65,084.79 |
| 4 | Providing and watering earth work up to OMC condition and compaction by Vibratory Roller and dozers in layers not exceeding 22.5cm to 95% dry density including mobilization, demobilization and hire and running charges of all the machineries, T&P, taxes, cess, labour for all heights of embankment etc. complete as per specification and direction of Engineer-in-Charge. (Measurement to be taken on the finished compacted section of the fill under OMC condition) | 87,350.58 | Cum | 33.2 | ₹29,00,039.26 |
| 5 | Supplying and laying in position of Geotextile fibre material on slopes of embankment as per drawing and specification with all cost, conveyance, royalty, taxes including all leads, lifts, hire charges of all machineries, T&P, labour, cess etc. complete as per direction of Engineer-In-Charge. | 27,933 | Sqm | 64.9 | ₹18,12,851.7 |
| 6 | Providing stone Rip-Rap to the slopes of river embankment with quarried and blasted granite stone boulders of size 0.30M and above including dumping on slopes filling intrestices with small stones and wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads, lifts, costs, labour, cess, carriage, royalty, EMF, DMF, other charges as applicable and complete as directed by Engineer-In-Charge.(No deduction towards voids in finished section) | 84,357.5 | Cum | 2,430.15 | ₹20,50,01,378.63 |
| 7 | Collecting, supplying and dumping armoury stones in rip-rap in launching apron, nose of spur including surface packing and fixing wave breakers using hard granite stone weight not less than 1.00MT placing in position by crane etc. complete including all cost, carriage,royalty, EMF, DMF & other charges as applicable, T & P, labour, cess, taxes and as per direction of Engineer -In-Charge. | 1,03,559.25 | Cum | 2,094.6 | ₹21,69,15,205.05 |
| 8 | Construction of granular sub-base by providing close graded Granular Sub-Base Grading-III material as per table 400-1, 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 complete as per clause 401 of MOSRT & H specification for Road & Bridge works including all cost, carriage,royalty, EMF, DMF & other charges as applicable, T & P, labour cess, taxes and as per direction of Engineer -In-Charge. | 731.25 | Cum | 880.7 | ₹6,44,011.88 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading -II) to water bound macadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including all cost, carriage,royalty, EMF, DMF & other charges as applicable, T & P, labour cess, taxes and as per direction of Engineer -In-Charge. (Compacted thickness of 75mm) | 243.75 | Cum | 3,913.8 | ₹9,53,988.75 |
| 10 | Fine dressing and turfing the canal embankment, slopes with approved quality of compacted dub grass including collection and supplying the same from approved site including loading, unloading, conveyance charges, royalty and all other taxes, labour cess with all leads, lifts & delifts and specification including cost of mobilization, demobilization, supplying all machineries, equipments, materials. and labour required for the work supervision charges including cost of watering and making arrangements till survival of grass to its full growth with all incidental charges to complete the item of work as per direction of Engineer-in-Charge(Measurement will be made on covered area only after full growth and servival of turf for a reasonable period). | 27,900 | Sqm | 16.7 | ₹4,65,930 |
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