Tender For Providing Cement Concrete Lining, Renovation Of Structures, Re-Sectioning And Strengthening Of Canal Embankment From Rd 40.309Km To Rd50.626Km Of Gompakonda Main Canal
Tender Overview
Project Description
Tender for Providing Cement Concrete Lining, Renovation Of Structures, Re-Sectioning And Strengthening Of Canal Embankment From Rd 40.309Km To Rd50.626Km Of Gompakonda Main Canal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Oct-2026 | Eligible Quantity of Earth Work | Other | 10-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing shrub jungles,uprooting stumps and small bushes and trees below 1.00m girth on pre measurement etc. complete in all respects with all labour charges, T & P etc. and as per the direction of the Engineer-in-Charge |
| 2 | Dismantling brick or stone masonary in lime or stone mortar under 3mt height including stacking the useful matetials for reuse and removing the debries within 50mt initial lead etc complete and as per the direction of the Engineer-in-Charge . |
| 3 | Dismantling and removing cement concrete including stacking the useful matetials for reuse and removing the debris with in 50mt initial lead etc complete and as per direction of the Engineer-in-Charge . |
| 4 | Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debries within 50mt initial lead etc complete and as perthe direction of the Engineer-in-Charge . |
| 5 | Earth work in excavation of foundation in all kinds of soil including dressing and levelling of bed, breaking the clods to 5 cm. to 7 cm. and laying the excavated materials on the earbarked space in layers not exceeding 30 cm depth with in 50 mt initial lead and 1.50 mt initial lift as per the direction of Engineer-in-Charge. |
| 6 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-Charge within a lead of 1 km from the place of excavation complete. |
| 7 | Providing, admixing and laying admixture (CNS Layer) sand and moorum in slope of canal. in a ratio 40:60 complete including cost of all labours,materials, including conveyance and royalty of all materials, cess, T&P etc.complete as per specification & direction of Engineer-in-Charge. |
| 8 | Filling in foundation and plinth with sand including well watered and rammed etc with cost with cost conveyance royalty of sand , all labour charges, T&P ,CESS etc complete in all respact as directed by the Engineer-in-Charge. |
| 9 | Rigid and smooth centering and shuttering for P.C.C/R.C.C. works including false works and dismantling the same after specified date of casting and disposal of debries,clear of work site including all cost, carraige of all materials along with the labour charges , T&P , Cess etc. complete and as per the direction of the Engineer-in-Charge . |
| 10 | Providing and laying cement concrete of grade M10 with 40mm size CBHG metal of approved quality including cost,conveyance,royalty of materials with all labour charges, T&P,Cess etc complete in all respect as per the direction of the Engineer-in-Charge. |
| 11 | Providing and laying cement concrete of grade M-15 with 20mm down graded granite coarse aggregate for concrete lining to the bed & slopes of canal with sleeper beams, keys etc in pannels including supply of all materials, labour & machineries compacting with space vibrator or manually & finishing the concerte surface including triming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including watering and compaction of slopes and bed with hannd rammers to proper profile and supplying and laying polythene film of 100 micron coplete as directed by Engineer-in-Charge.(By Manual) |
| 12 | Providing and laying cement concrete of grade M-15 with 20mm down graded granite coarse aggregate for concrete lining to the bed & slopes of canal with sleeper beams, keys etc, in pannels including supply of all materials, labour & machineries compactingwith space vibrator by paver & finishing the concerte surface including triming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100 micron complete as directed by Engineer-in-Charge.(By Paver) |
| 13 | Supplying, fitting & placing uncoated TMT bar reinforcement for R.C.C work including cutting, bending, binding, tying the grills and placing in position including cost all labour, materials, carriage, taxes & cess etc of and binding wire 18 to 20 gauge with all leads, lifts & delifts & all other incidental charges etc. complete the work as per specification of design & drawing as per direction of the Engineer-in-Charge. |
| 14 | Providing and laying cement concrete of grade M-20 with 20mm down graded granite coarse aggregate for concrete lining to the bed & slopes of canal with sleeper beams, keys etc in pannels including supply of all materials, labour & machineries compacting with space vibrator or manually & finishing the concerte surface including triming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100 micron coplete as directed by Engineer-in-Charge. |
| 15 | 20 mm thick cement plaster (1:4) including cost ,conveyance and royalty of all materials including curing etc. complete and as per the direction of Engineer-in-Charge. |
| 16 | Supplying and spreading 40 mm down graded, 20 mm down graded size granite metal filter and sand filter in horizontal drain including levelling etc. complete within initial lead as directed by the Engineer-in-Charge. |
| 17 | Providing, fitting and fixing pressure relief valves in position with 960 mm long x 75mm dia with 5mm thick perforated 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 location to release hydrostatic pressure as per approved drawing,specification as directed by the Engineer-in-Charge with all lead,lift and delifts including cost,carriage and royality and taxes of all materials etc complete . |
| 18 | Supplying and fixing in position PVC crack inducing joints extracted from virgin pigments plasticized, polyvenyl cloride having tensile strengeth not less than 116Kg/cm2 dimensions as per drawing for longitudinal and tranverse contraction joints in concrete lining confirming to specification as directed by Engineer-in-Charge with all leads, lifts, delifts including labour and cost of all materials and cost of coffer dam and dewatering etc. complete. |
| 19 | Earth work filling in foundation and plinth with excavated material including watering and ramming etc.all complete and as per the direction of the Engineer-in-Charge. |
| 20 | Excavition of any approved type of soil in approved borrow area by mechanical means and loading in to transportation vehicle by mechanical means and unloading the soil with average lead of 5.00 Km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including, construction, maintenance, watering of haul roads etc. and ramming rolling complete in all respects with all labour, T & P ,Cess etc . and as per directed by the Engineer-in-Charge . |
| 21 | Providing , fitting and fixing of perforated PVC pipe of 150mm dia in longitudinal drains & cross drains of canal slopes and bed at specified location as per approved drawing, specification and as per the direction of the Engineer-in-Charge. |
| 22 | Excavation of founation 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 specification approved by the Department etc. complete and as per direction of the Engineer-in-Charge. |
| 23 | Rough stone dry packing in approns and revetments with hard granite stones(15 Cmto 30 Cm) excluding cost ,carriage and royalty of stone etc .complete and as per the direction of Engineer-in-Charge.(labours only) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysTender Documents
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