Tender For Cement Concrete Lining In Machhagaon Main Canal From Rd 1.920 Km To 5.605 Km
Tender Value
16.03 Crore
Estimated cost
Bid Submission
06 Aug 2026
10 days left
EMD
16.03 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
Jagatsinghapur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Cement Concrete Lining In Machhagaon Main Canal From Rd 1.920 Km To 5.605 Km
BOQ
| Sl. No. | Item Description |
| 1 | Clearing shrub jungles uprooting stumps and small bushes and trees below 1mt girth on pre-measurement removing the debris within 50 m lead etc complete as per direction of Engineer-in-Charge. |
| 2 | Earth work excavation of foundation in all kinds of soil by manual means including dressing and leveling the bed and depositing the soil within initial lead of 50 mtr and initial lift of 1.5 mtr and breaking the clods 5 cm to 7 cm size and laying in layer not exceeding .3 m depth complete as per specification approved by the department. complete as per specification and direction of the Engineer-in-Charge. |
| 3 | Excavation, loading, unloading and carriage by mechanical means in all kinds of soil including stoney earth, gravel and moorum etc. inter spread with boulders up to ½ Cum. size with all lifts and delifts including trimming the slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as direction by the Engineer-in-charge within an initial lead of 1 Km. from the place of excavation complete as per direction of Engineer-in-Charge. |
| 4 | Earth work in excavation in ordinary soil except sand and sandy soil from approved borrow area by mechanical means after stripping the surface to required depth, loading into & transportation by mechanical means, carriage of earth by mechanical means within a lead of 2 Km, unloading the earth on properly prepared and scientifically approved surface (Trimming the surface, removing the debris, benching the old embankment & leveling to proper profile), spreading the earth in layers not exceeding 22.50 Cm. in height, rough dressing & breaking the clods to maximum 5 to 7 Cm. in size and dressing the embankment to proper level and profile, including all taxes, royalty, cess etc. complete as per specification & direction of the Engineer-in-charge. (Measurement to be taken on finished complete embankment section and arranging borrow area is the contractors responsibility) |
| 5 | Watering earthwork up to OMC condition and compaction by vibrating roller and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries etc. complete as per specification & directed by Engineer-in-Charge. (Measurement to be taken on the finished compacted section of the fill under OMC) |
| 6 | Fine dressing and turfing with dub grass with two extra lead over the initial lead of 50m lead & two extra lift over the initial lift of 1.5m including ramming, watering till the green growth of grass with all labour charges etc. complete as per the direction of the Engineer-in-Charge. |
| 7 | Filing canal bed, foundation and plinth with sand good quality including watering and ramming with labour, T&P etc complete the required level including cost, carriage, royalty & cess of all materials etc. complete as per specification and direction of the Engineer-in-Charge. |
| 8 | Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60:40) proportion and spreading in canal bed for CNS layers not exceeding 100mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess & all other taxes as applicable including hire charges of T&P materials required for the work, watering and consolidation with P.R.R. to the required density in OMC, hire and running charges of machineries of PRR etc. complete as per specification and direction of the Engineer-in-Charge. |
| 9 | Collecting, Supplying and spreading good quality sand of approved specification on compacted surfaces in canal for filter blanket and other horizontal filter zone to proper thickness including surface dressing satisfying the filter criteria with all lead, lift & delifts including cost, carriage, labour, royalty, cess & all other taxes as applicable etc. complete as per specification and direction of the Engineer-in-Charge. |
| 10 | Quarrying, collecting, supplying 20mm downgraded hard granite chips from approved quarry of uniform colour and texture free from elongated and flaky pieces, disintegrated materials and other deleterious substances and spreading hard granite chips in horizontal filter drains of canal to proper thickness including surface dressing satisfying the filter criteria including cost, conveyance, royalty, cess taxes of all materials as applicable with all leads, lift & delifts and all other incidental charges with quality control test etc. complete as per specification and direction of the Engineer-in-Charge. |
| 11 | Quarrying, collecting, supplying 40mm to 20mm downgraded hard granite chips from approved quarry of uniform colour and texture free from elongated and flaky pieces, disintegrated materials and other deleterious substances and spreading hard granite chips in horizontal filter zones and filter blankets to propper thickness including surface dressing satisfying the filter criteria including cost, conveyance, royalty, cess taxes of all materials as applicable with all leads, lift & delifts and all other incidental charges with quality control test etc. complete as per specification and direction of the Engineer-in-Charge. |
| 12 | Providing and laying cement concrete(PCC) of grade M 15 with 20 mm. downgraded granite coarse aggregate for cast-in-situ concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in pannels including supply of all materials labour and machineries compacting with space vibrator or manually and finishing the concrete surface with concrete paver including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including necessary formwork with watering and compaction of slopes and bed with hand rammers to proper profile complete as directed by the Engineer-in-Charge.(With Paver Finish) |
| 13 | Providing and laying cement concrete(PCC) of grade M 15 with 20 mm. downgraded granite coarse aggregate for cast-in-situ concrete lining to the bed in pannels including supply of all materials labour and machineries compacting with space vibrator and finishing the concrete surface with manually including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including necessary formwork with watering and compaction of slopes and bed with hand rammers to proper profile complete as directed by the Engineer-in-Charge.(Without Paver Finish) |
| 14 | Providing, fitting & fixing pressure relief valves (PRV) in flap type design with silt-protector, rubber flap, metal weight, PVC housing pipe 160mm OD having length of 430mm (Perforated Portion- 300mm). PVC strainer pipe of 90mm OD will be 300mm (Perforated portion-250mm). PVC housing pipe will have holes of 12mm and PVC strainer pipe will have holes of 10mm. One end cap at one end will be provided in longitudinal drains, cross drains and in pockets of canal 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 of labour, cess, carriage etc. complete as per specification and direction of the Engineer-in-Charge. |
| 15 | Providing & fixing of P.V.C. water stop for drainage gallery as per approved design including fixing in proper alignment and joining with araldite etc. including cost of all materials, labour, T&P, conveyance, cess and all other taxes as applicable etc. complete as per specification and direction of the Engineer-in-Charge. |
| 16 | Supplying and laying Factory Pre perforated (perforated during the manufacturing of the pipe) HDPE subsoil drainage pipes during pre-wrapped with 150 GSM Geotextile for sub soil joints as shown in the drawings. Pipes for subsoil drainage drainage system including all necessary coupling/ fittings for shall have an external diameter of [75/110/160/200] mm (specify diameter). The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with > 60% of the circumference consisting of open area and a 30% solid area along the invert. as direction of Engineer-in-Charge. including cost of all materials and labour T&P etc. complete |
| 17 | Filling bitumen, cement & jute fibre in expansion joints including cost of materials, bitumen & cement proportion (3:1) including cleaning before pouring 12 mm to 25 mm depth etc. complete as per specification and direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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