Tender For Construction Of Missing Link I.E. Additional Cd At Rd 43580M Of Kanupur Main Canal Of Kanupur Irrigation Project .
Tender Value
96.02 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
96030
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 Link I.E. Additional Cd At Rd 43580M Of Kanupur Main Canal 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: Superintending Engineer, Kanupur Canal Division No. II, Rimuli, Dist:- Keonjhar Name of Work:-“Construction of Missing Link i.e. Additional CD at RD 43580m of Kanupur Main Canal of Kanupur Irrigation project ”. Contract No: SE, KCD NO-II-09/2026-27 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 WITHOUT GST TOTAL AMOUNT In Words |
| 2 | Excavation of foundation of structures by manual/ mechanical means in all kinds of soil ( This shall include ordinary soil, sand, silt, slushy soil, hard soil, gravelly soil, stoney earth mixed with gravels, pebbles, stone boulder not exceeding 0.014cum by volume, moorum, etc.) in both wet and dry condition, including cost of dewatering of foundation, coffer dam, dressing, levelling the foundation bed and sides as per drawing and specification, all leads, lifts, de-lifts etc, depositing the useful approved excavated earth in the canal embankments in filling section in layers not exceeding 22.5cm. in depth, breaking clods to maximum 5cm to 7cm size and depositing the un-useful surplus materials in spoil banks or on any other specified space with proper section as directed, by manual/mechanical means, with cost of all leads, lifts, de-lifts, loading and unloading, handling and re-handling, with all cost for site illumination, mobilisation, demobilisation, diversion road and royalties,cess, T&P etc. complete, with all cost incidental to the work as per the specification and direction of the Engineer-in-charge. |
| 3 | Excavation of foundation of structures by manual/ mechanical means in DI rock, laterite rock and soft rock not requiring blasting, removable by pick-axe and crow bars, in both wet and dry condition including cost of all incidental charges etc., depositing the excavated materials either in spoil bank or in any other specified space,as directed, by manual/ mechanical means, all leads, lifts, de-lifts etc., dewatering with all cost and running charges of pumps and accessories, coffer dams, dressing and levelling the bed and sides, with all cost for site illumination, mobilisation, demobilisation, royalties,cess, and T&P etc. complete as per the specification and direction of the Engineer-in-charge. |
| 4 | Filling foundation and plinth with selected excavated materials by mechanical/ manual means and lying in layers, duly compacted, including watering, ramming, with all leads, lifts, de-lifts including all cost incidental to the work etc. complete as per the direction of the Engineer-in-charge. |
| 5 | Providing and laying Cement concrete M-15 grade with 40mm and downgraded crusher broken hard granite aggregates, sharp sand of approved grading and quality confirming to the specification, mixing by concrete mixer, laying manually in approved surface, with cost of all materials, leads, lifts, de-lifts, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges, construction and dismantling of gangways, scaffoldings and chute, conveyance, royalty of all materials, labour,cess, diversion road, site illumination, mobilisation, demobilisation, including dewatering with all cost and running charges of pumps, all accessories and hire and running charges of machineries required for the work as per approved drawings and specifications, with all cost incidental to the work, etc. complete as per the direction of the Engineer-in-charge. |
| 6 | Providing and laying Reinforced Cement Concrete confirming to M-20 grade in approved surface with 20mm and downgraded crusher broken hard granite aggregates, sharp sand of approved grading and quality confirming to the specification, mixing by concrete mixer, with cost of all materials, all leads, lifts , de-lifts, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges, construction and dismantling of gangways, scaffoldings and chute, conveyance, royalty of all materials but excluding the cost of steel reinforcement, including cost of labour,cess, diversion road, site illumination, mobilisation, demobilisation, dewatering with all cost and running charges of pumps, accessories and hire and running charges of all machineries required for the work as per approved drawings and specifications, with all cost incidental to the work, etc. complete as per the direction of the Engineer-in-charge. |
| 7 | Providing and laying Reinforced Cement Concrete confirming to M-25 grade in approved surface with 20mm and downgraded crusher broken hard granite aggregates, sharp sand of approved grading and quality confirming to the specification, mixing by concrete mixer, with cost of all materials, all leads, lifts , de-lifts, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges, construction and dismantling of gangways, scaffoldings and chute, conveyance, royalty of all materials but excluding the cost of steel reinforcement, including cost of labour,cess, diversion road, site illumination, mobilisation, demobilisation, dewatering with all cost and running charges of pumps, accessories and hire and running charges of all machineries required for the work as per approved drawings and specifications, with all cost incidental to the work, etc. complete as per the direction of the Engineer-in-charge. |
| 8 | Providing form work for concrete in canal structures with F1 finish using steel shutter plates of approved specification for all surfaces including supply of shutter plates and all other materials, T & P, labour and transportation of shuttering materials by mechanical/ manual means and dismantling of forms and finishing the surface complete with cost of all materials, all leads, lifts, de-lifts, diversion road, site illumination, mobilisation, demobilisation and royalties, cess etc. including all cost incidental to the work etc. complete as per the direction of Engineer-in-charge. |
| 9 | Providing form work for concrete in canal structures with F2 finish using steel shutter plates of approved specification for all surfaces including supply of shutter plates and all other materials, T & P, labour and transportation of shuttering materials by mechanical/ manual means and dismantling of forms and finishing the surface complete with cost of all materials, all leads, lifts, de-lifts, diversion road, site illumination, mobilisation, demobilisation and royalties, cess etc. including all cost incidental to the work etc. complete as per the direction of Engineer-in-charge. |
| 10 | Rigid and smooth centering and shuttering at all heights of trough and road slab of aqueduct bridges, deck slabs and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joists, N.G.rails and channels and shuttering plates including welding,bolting cost,conveyance, royality of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as directed by Engineer-in-Charge. |
| 11 | Providing and laying, straightening the coiled or bent up MS/HYSD bars (SAIL/TATA/ZINDAL/SHYAM/ RUNGTA STEEL), cutting, bending, and placing the grills in position with ties, chairs, spacers and binding the grills in position with binding wires 18 to 20 gauge, lapping and splicing, welding the joints wherever necessary for RCC works, as per approved designs and drawings and technical specification, with cost of all materials, all leads, lifts, de-lifts, carriage, royalty of all materials and labour, cess etc. with cost of diversion roads, site illumination, mobilisation, demobilisation, etc. complete with all cost incidental to the work as per the direction of the Engineer-in-charge. ( Weight of binding wire shall not be considered for payment in any shape at all) |
| 12 | Collecting, providing and laying Rough Stone dry packing in aprons and revetments, slopes of canal embankments with hard granite stones of approved quality of size not less than 0.03 cum. in volume, including cost of all materials, transportation by mechanical/ manual means, filling interstices with quarried, broken stone, spalls, all leads, lifts, de-lifts, loading, unloading, handling, re-handling charges , carriage, royalty of all materials, labour,cess, including cost for dressing of earthwork, bed and slopes, trimming to the required profile and grade, dewatering , etc. complete with all cost for site illumination, mobilisation, demobilisation, diversion road, T&P and all cost incidental to the work as per the direction of the Engineer-in-charge. |
| 13 | Providing weep holes along with filters in masonry/concrete abutments, wing wall/return wall with 100mm dia AC pipe extending through the fullwidth of the structure with slope of IV:20H towards drawing face complete and providing metal spall backing in the rear of weep holes with all leads, lifts and delifts including cost, carriage, royalty of all material, labour,cess etc. complete as per drawing, specification and direction of Engineer-in-Charge. |
| 14 | Providing and fixing in position 16 mm thick bitumen filler boards of approved design and confirming to ISI Specifications for construction / movement joints with fitting and fixing in proper allignment with all leads, lifts, delifts etc. including cost, carriage of all materials,labour, cess etc. complete as per the drawing, design, specifications and direction of the Engineer-in-charge. |
| 15 | 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. |
| 16 | Providing & laying water proofs with polymeric bituminous membrance (plastic felt) of 2.25kg/sqm and 2mm thick 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/sqm providing a cost of hot blown bitumen of 1.32 kg/sqm, applying and laying plastic felt membrance with 10 cm overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen at 1.2 kg/ sqm with cost of all materials, labour, cess and all other incidental works etc complete.and as per drawing, specifications and direction of the Engineer-in-charge incidental to the work, etc. complete as per the direction of the Engineer-in-charge. Total in Figures 9602304.08 9602304.08 INR Ninety Six Lakh Two Thousand Three Hundred & Four and Paise Eight 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 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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