Tender For Construction Of Missing Link I.E. Cr-Cum-Hr Of Gidhibas Distributary At Rd 65934M Of Kanupur Main Canal And Trough Section From Rd 00M To 100M Of Gidhibas Distributary Of Kanupur Irrigation Project.
Tender Value
1.64 Crore
Estimated cost
Bid Submission
12 Aug 2026
11 days left
EMD
1.64 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 Link I.E. Cr-Cum-Hr Of Gidhibas Distributary At Rd 65934M Of Kanupur Main Canal And Trough Section From Rd 00M To 100M Of Gidhibas 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 Link i.e. CR-cum-HR of Gidhibas Distributary at RD 65934m of Kanupur Main Canal and Trough Section from RD 00m to 100m of Gidhibas Distributary of Kanupur Irrigation project. \\" Contract No: CCE,KIP (KCD-II)-06/2026-27 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 # |
| 2 | Item Description |
| 3 | Earthwork in canal embankments including specified proud for all height using approved earth excavated by mechanical means from borrow area (to be arranged by the contractor observing all statutory acts / rules such as PESA/OMMC Rule -2004 etc.) including cost of loading into and transportation by mechanical means, unloading the earth in canal embankments/ canal beds on properly prepared and scientifically approved surface with cost of all leads, lifts, de-lifts, handling and re-handling charges etc., spreading and levelling the earth in layers not exceeding 22.5cm. in depth, removing the undesirable materials, breaking clods to maximum 5cm to 7cm size, and make it ready for watering and compaction with vibratory roller as per the canal section but excluding the cost of spreading , watering and compaction and including the cost of lighting borrow areas, construction of approach roads to borrow areas, diversion roads, site illuminations, mobilisation, demobilisation, royalties,cess, T&P and all other cost incidental to the work etc. complete as per the direction of the Engineer-in-Charge. (Measurement of earthfill to be taken on finished compacted level section under OMC condition) |
| 4 | Cost of royalty and cess of useful excavated earth from cutting zones to be carried and utilised in filling reaches, including spreading & levelling the earth in layers and removal of the undesirable materials, breaking clods to maximum 5cm to 7cm size, to make ready for watering and compaction with Vibratory Roller but excluding watering and compaction, etc. complete, as directed by the Engineer-in-charge. |
| 5 | Watering, spreading in layers not exceeding 22.5cm the embankment earthfill upto OMC condition and compaction to 95% dry density by Vibratory Roller and/or suitable compaction equipments to be approved by the Engineer-in-charge, to required desired density including cost of mobilisation, demobilisation, supplying, running and maintainance charges of all machineries and equipments, Tools & Plants,cess, labour required for the work, supervision charges, for all height of embankment with cost of all incidental charges to complete the item of work as per approved design, drawings, specifications and direction of the Engineer-in-charge. (measurement to be taken on the finished compacted level section ) |
| 6 | Fine dressing and turfing the slopes of the canal embankments with approved quality of compact dub grass including cost of collection and supplying the same from the approved site, loading, unloading, conveyance charges, royalty,cess, all leads, lifts, and de-lifts, and as per approved design, drawing, specification, as per the direction of the Engineer-in-charge including cost of mobilisation, demobilisation charges and all incidental charges to complete the item of work, with cost of supplying all machineries and equipments, their running and maintenance charges, all materials, labour required for the work, supervision charges, cost of watering and cost of making all arrangements for survival of the turf till its full growth, etc. complete in all respect. (Measurement will be taken after full survival of the growth of grass) |
| 7 | 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, royalties,cess, T&P etc. complete, with all cost incidental to the work as per the specification and direction of the Engineer-in-charge. |
| 8 | 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. |
| 9 | 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. |
| 10 | Supplying and Filling foundation and plinth with sand by mechanical/ manual means, laying in layers, duly compacted, including cost of watering, ramming, with all leads, lifts, de-lifts and cost, carriage, royalty,cost of labour,cess, T&P and all cost incidental to the work etc. complete as per the specification and direction of the Engineer-in-charge. |
| 11 | 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 , 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. |
| 12 | Providing and laying Cement concrete M-15 grade with 20mm 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 , 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. |
| 13 | Providing and laying 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 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. |
| 14 | 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 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. |
| 15 | 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, royalties, cess etc. including all cost incidental to the work etc. complete as per the direction of Engineer-in-charge. |
| 16 | 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, royalties, cess etc. including all cost incidental to the work etc. complete as per the direction of Engineer-in-charge. |
| 17 | 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 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. |
| 18 | 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 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) |
| 19 | 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, 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. |
| 20 | 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 , labour,cess etc. complete as per drawing, specification and direction of Engineer-in-Charge. |
| 21 | 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 ,labour, cess etc. complete as per the drawing, design, specifications and direction of the Engineer-in-charge. |
| 22 | 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. |
| 23 | 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. |
| 24 | Supplying and spreading sand of approved specification on compacted surfaces of earth dam or dyke for filter blanket and other horizontal filter zone to proper thickness including surface dressing within initial lead completed as directed by the Engineer-in-Charge. |
| 25 | Supplying and spreading 20mm down graded granite chips in filter in rock toe, riprap and filter drains in earth dam or dyke to proper slope and level with initial leads as directed by the Engineer-in-Charge. |
| 26 | Supplying and spreading 40mm to 20mm size granite metal filter in horizantal filter zones and filter blankets including levelling etc. complete within initial lead as directed by the Engineer-in-Charge. |
| 27 | Providing and fixing 150mm dia perforated PVC pipe of required length in filter drain to facilitate proper drainage of water from bed with cost, carriage and royalty of all materials and labour including centering and shuttering etc. complete and as per the drawing, specification and direction of Engineer-in-Charge. |
| 28 | Providing, fitting and fixing pressure relief valves in position with 750mm long x 90mm dia / 430mm long x 90mm dia with 5mm thick porforated PVC pipes/ stainer (6mm dia perforation) with Neoprene rubber flap in longitudinal drains, cross drains and in pockets of canal slopes and bed at specified locations to release hydrostatic pressures as per approved drawings, specification and direction of Engineer-in-Charge with all leads, lifts and delifts including cost, carriage and royalty etc complete. |
| 29 | Providing and fixing tar paper over the top surface on the graded filter of PRV pocket at bed & slope as per approved drawings, specification and direction of Engineer-in-Charge with all leads, lifts and delifts including cost, carriage and royalty of all materials. etc complete. |
| 30 | Supplying, manufacturing & fixing Embeded parts in concrete including anchoring and placing in specified positions including supply of all materials, labour, T&P etc for manufacturing embeded parts as per design and fixing in position in proper alignment by welding rigidly to reinforcement as directed by Engineer-in-Charge. Total in Figures 16428328.05 16428328.05 One Crore Sixty Four Lakh Twenty Eight Thousand Three Hundred & Twenty Eight and Paise Five 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
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender