Tender For Construction Of Missing Links Of Phulakanlei Distributary From Rd 00 To 10560M Including Structures ( I.E.Addl. Vrb, Odrb & Trough) Off-Taking At Rd 6870M Of Tail Distributary Of Kanupur Irrigation Project.
Tender Value
4.34 Crore
Estimated cost
Bid Submission
23 Sep 2026
10 days left
EMD
4.35 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
Kendujhar → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Missing Links Of Phulakanlei Distributary From Rd 00 To 10560M Including Structures ( I.E.Addl. Vrb, Odrb & Trough) Off-Taking At Rd 6870M Of Tail Distributary Of Kanupur Irrigation Project.
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Chief Construction Engineer,Kanupur Irrigation Project, Basudevpur,Dist-Keonjhar Name of Work:-:“Construction of Missing Links of Phulakanlei Distributary from RD 00 to 10560m including structures ( i.e.Addl. VRB, ODRB & Trough) off-taking at RD 6870m of Tail distributary of Kanupur Irrigation Project”. Contract No: CCE, KIP(KCD-II)-10/2026-2027 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER# NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # SlNo. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P. Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT Rs. P. TOTAL AMOUNT In Words |
| 2 | Clearing shrub jungles uprooting stumps of trees and trees below 1.00M girth on pre measurement and as per the direction of Engineer-in-charge. |
| 3 | Triangular or square section of 0.15m trench cutting for alignment and demarcation purpose of dug belling 10cm to 15cm. |
| 4 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony all kinds of soil including stony earth, gravel, moorum, etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification as directed by the Engineer-in-charge within an initial lead of 1 km.from the place of excavation, etc. complete. |
| 5 | Excavation, loading and carriage by mechanical means in D.I rock laterite and soft rock not requiring blasting inter spread with boulder up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification and as directed by the Engineer-in-charge within an initial lead of 1 km.from the place of excavation, etc. complete. |
| 6 | Excavation of Foundation in hard rock (Granite) removed by Chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per the specification approved by the department. |
| 7 | The useful excavated earth to be utilised from the cutting reaches of the canal for filling including spreading charges and royalty, cess etc. complete as per the direction of Engineer-in-Charge. |
| 8 | Excavation of foundation in all kinds of soil including stoney earth, gravel, moorum etc. by mechanical means including, unloading and carriage within 1 km lead, lift/ delifts etc and depositing the excavated materials away from the work site as per specification and as per the direction of the Engineer-in-Charge |
| 9 | Excavation of foundation in D.I.rock, laterite and soft rock not requiring blasting etc. including stoney earth, gravel, moorum etc. by mechanical means including, unloading and carriage within 1 km lead, lift/ delifts etc and depositing the excavated materials away from the work site as per specification and as per the direction of the Engineer-in-Charge |
| 10 | Filling foundation and plinth with sand, watered and rammed with cost, carriage and royalty of all materials and labour etc. complete as per the direction of the Engineer-in-charge. |
| 11 | Filling foundation and plinth with excavated material including watering and ramming etc. complete as per the direction of the Engineer-in-charge. |
| 12 | Cement concrete M-15 with 40mm and down graded crusher broken hard granite metal with cost, carriage, royalty of all materials and labour etc. complete as per the direction of Engineer-in Charge. |
| 13 | Cement Concrete work of M-15 grade with 20mm and down graded crusher broken hard granite chips with cost, carriage, royalty of all materials and labour etc. complete including hoisting and laying as per the direction of the Engineer-in-charge. |
| 14 | Cement Concrete work of M-20 grade with 20mm and down graded crusher broken hard granite chips with cost, carriage, royalty of all materials and labour etc. complete including hoisting and laying as per the direction of the Engineer-in-charge. |
| 15 | R.CC./Cement Concrete work of M-25 grade with 20mm and down graded crusher broken hard granite chips with cost, carriage, royalty of all materials and labour etc. complete including hoisting and laying as per the direction of the Engineer-in-charge. |
| 16 | Form work for concrete on canal structure with F1 finish using steel shutter plates of approved specification for all surfaces including supply of all materials, T&P labour and transportation of shuttering materials and dismantling and finishing complete as per the direction of Engineer-in-charge. |
| 17 | Supplying, fitting, cutting, bending, binding & placing uncoated HYSD bar reinforcement complete as per drawing and technical specification, including cost, carriage, royalty of all materials and labour etc. complete as per the direction of Engineer-in-charge. |
| 18 | Providing weep holes in masonry/concrete abutments, wing wall/return wall with 100mm dia. PVC pipe, extending through the full width of the structure with slope of IV:20H towards drawing face complete as per direction of Engineer-in charge. |
| 19 | Rough stone dry packing in approns and revetments with hard granite stones ( 30cm & above)including cost carriag,royality of all materials and labour etc. complete as per the direction of Engineer-in-charge. |
| 20 | Providing 16mm bitumen filler board as per approved design and ISI standard for construction/movement joints including cost, carriage with fitting and fixing in proper allignment as directed by the Engineer-in-charge. |
| 21 | Providing & laying water proofs with polymeric bituminous membrance (plastic felt) of 2.25kg/sqmand 2mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high density polythylene H.M.H.D.P.E. film of grade 2504 including priming the surface with bituminous primer @ 0.3kg/sqmproviding a cost of hot blown bitumen of 1.32 kg/sqm, applying and laying plastic felt membrance with 10 c.m overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with alayer of hot blown bitumen at 1.2 kg/ sqm etc complete. |
| 22 | Moorum sub-base on road surface including watering,compaction and cost of all materials with carriage,royality,labour of all materials and T&P etc. complete. |
| 23 | Rigid Smooth centering and shuttering for R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc as per the direction of the Engineer-in-charge. |
| 24 | Providing Providing P.V.C water stop for contraction & construction joint for CD works as per approved design including fixing in proper allignment and joining with araldite etc. including cost of P.V.C water stop as directed by Engineer-in-charge. |
| 25 | Providing & fixing P.V.C drain pipe of 90mm dia in RCC wall and structures including cost , carraiage etc as directed by Engineer-in-charge. Total in Figures 43463565.02 43463565.02 INR Four Crore Thirty Four Lakh Sixty Three Thousand Five Hundred & Sixty Five and Paise Two Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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