Tender For Providing Cement Concrete Lining, Renovation Of Structures, Re-Sectioning And Strengthening Of Canal Embankment From Rd 0.00 Km To Rd 13.636 Km 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 0.00 Km To Rd 13.636 Km Of Gompakonda Main Canal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Aug-2026 | Total Number of item of works tendered for is 22 | Technical Bid | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing shrub jungle, uprooting stumps and small bushes and trees below 1.00 m girth removing the debris away from working area with all lifts and leads, de-lifts etc. complete in all respects with all labour charges, cess, taxes (excluding GST), T & P etc. and as per the direction of the Engineer-in-Charge |
| 2 | Removing old lime or cement plaster from structure walls including racking out joints 12 mm deep and removing the debris away from the work site within 50 m lead including all T & P, labour charges, cess, taxes (excluding GST) etc. complete and as directed by the Engineer-in-Charge |
| 3 | 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 de-lifts including trimming of slopes and bed to design section and depositing 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 including cess, taxes (excluding GST) and as directed by the Engineer-in-Charge |
| 4 | 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 earmarked space in layers not exceeding 30 cm depth within 50 m initial lead and 1.5 m initial lift including cess, taxes (excluding GST) and as per the direction of Engineer-In-Charge |
| 5 | Filling foundation and plinth with sand of approved quality free from any objectionable material well watered and rammed including cost, conveyance, royalty of sand, all labour charges, T&P, cess and other taxes (excluding GST) etc. complete in all respects and as directed by the Engineer-In-Charge |
| 6 | Providing, admixing and laying ad-mixture (CNS Layer) sand and moorum in slope of canal in a ratio 40:60 complete including cost of all labours, materials, conveyance and royalty of all materials, cess, T&P, other taxes (excluding GST) etc. complete as per specification and direction of Engineer-in-Charge |
| 7 | Cement concrete of design mix of M10 grade having specified characteristic compressive strength of 10 N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40 mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement about 2.07 Qntl per cum (as per nominal mix) of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with all leads, lifts and de-lifts including cost, carriage, royalties, taxes of all materials (excluding GST) including cess and quality control test cost of all materials, de-watering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing, T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc. with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved drawing, specification and direction of the Engineer-in-Charge |
| 8 | Providing and laying cement concrete of grade M-15 with 20 mm down graded granite coarse aggregate for concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in panels including supply of all materials, labour and machinaries compacting with space vibrator or manually and finishing the concrete surface including trimming 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 in all respects including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and all other taxes and as directed by the Engineer-In-Charge (By Manual) |
| 9 | Providing and laying cement concrete of grade M-15 with 20 mm down graded granite coarse aggregate for concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in panels including supply of all materials, labour and machinaries compacting with space vibrator or manually and finishing the concrete surface including trimming 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 in all respects including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and all other taxes and as directed by the Engineer-In-Charge (By Paver) |
| 10 | Reinforced Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20 N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20 mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement about 3.47 Qntl per cum (as per nominal mix) of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with all leads, lifts and de-lifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, de-watering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc. with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved drawing, specification and direction of the Engineer in charge |
| 11 | Supply of TMT bar reinforcement for R.C.C Works including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, T&P required for the work, cess, taxes (excluding GST) etc. complete in all respects and as directed by the Engineer-In-Charge |
| 12 | Rigid and smooth centering and shuttering to P.C.C/R.C.C. works including false works and dismantling then after specified date of casting including all cost of materials, all labour charges, T&P, cess, taxes (excluding GST) etc. complete in all respects and as directed by the Engineer-In-Charge |
| 13 | 20 mm thick cement plaster in C.M. (1:4) over stone work including cost, conveyance, royalties of all materials, cess, taxes (excluding GST) including curing etc. complete in all respects and as directed by the Engineer-In-Charge |
| 14 | Supplying and spreading 40 mm down graded, 20 mm down graded size granite metal and sand filter in a ratio 26.00 : 45.40 : 28.60 in horizontal drain including levelling etc. complete within intial lead including cess, other taxes (excluding GST) and as directed by the Engineer-In-Charge |
| 15 | Providing, fitting and fixing pressure relief valves in position with 960 mm long x 75 mm dia with 5 mm thick perforated PVC pipes / stainer (6 mm 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 and direction of Engineer-In-Charge with all leads, lifts, de-lifts including cost, carriage, royalties, cess and taxes of all materials (excluding GST) etc. complete in all respects and as directed by the Engineer-In-Charge |
| 16 | Supplying and fixing in position PVC crack inducing joints extracted from virgin pigments plasticized, poly-venyl chloride having tensile strength not less than 116 Kg/Cm2 dimensions as per drwaing for longitudinal and transverse contraction joints in concrete lining with all leads, lifts, de-lifts including labour and cost of all materials and cost of coffer dam and de-watering etc. complete confirming to specification and inclusive of cess and other taxes (excluding GST) and as directed by the Engineer-in-Charge |
| 17 | Filling in foundation and plinth with excavated materials including well watered and rammed etc. with all labour charges, T & P charges etc. complete in all respects and as directed by the Engineer-in-Charge |
| 18 | Providing weep holes in Brick Masonry / RCC / Plain walls with 90 mm dia PVC pipe extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing & technical etc. complete in all respects including cost, conveyance, cess and other taxes (excluding GST) and as per the direction of the Engineer-In-Charge |
| 19 | Supplying and fixing in position 25 mm thick joint filler board confirming IS 1838 in concrete trough wall etc. complete in all respects and as directed by the Engineer-In-Charge |
| 20 | Providing PVC water stop for drainage gallery as per approved design including fixing in proper allignment and jointing with araldite etc. including cost of PVC water stop etc. complete in all respects and as directed by the Engineer-In-Charge |
| 21 | Grouting approns and revetment 23 cm deep with cement concrete (1:4:8) with 2.5 cm broken granite metal per 1 sqm with labour charges, cess, other taxes (excluding GST) and cost of all materials etc. complete in all respects and as directed by the Engineer-In-Charge |
| 22 | Excavation of any approved type of soil in approved borrow area by mechanical means and loading into transportation vehicle by mechanical means and unloading the soil with initial lead of 1.00 km to 5.00 km on properly prepared and scientifically approved surface including spreading and levelling the erath 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 charges, T&P, cess, other taxes (excluding GST) etc. and as directed by the Engineer-In-Charge Please Enable Macros to View BoQ information |
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CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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