Water Resources Department-WRD has published Cement Concrete Lining And System Improvement Of Rushikulya Main Canal From Rd12.00 Km To 14.00 Km To Rushikulya Irrigation System Cement Concrete Lining And System Improvement Of Rushikulya Main Canal From Rd12.00 Km To 14.00 Km To Rushikulya Irrigation . Submission Date for this Tender is 10-11-2021. Canal Construction Tenders in Aska Odisha. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Earthwork in excavation, loading, unloading and carriage by mechanical means in D.I.Rock, latrite and soft rock not requiring blasting etc interspread with boulders up to1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering if any shoring, shuttering and propping of bullah piles trimming of slopes and bed with all cost of all machineries and all other taxes excluding GST and cess etc complete with all T&P and supervision charges etc as per the approved drawing, design and specification and direction of the Engineer in charge. |
2 | Earthwork in excavation, loading, unloading and carriage by mechanical means of all kinds of soil including ordinary soil, hard soil , stony earth, gravel and moorum etc interspread with boulders up to1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering if any shoring, shuttering and propping of bullah piles trimming of slopes and bed with all cost of all machineries and all other taxes excluding GST and cess etc complete with all T&P and supervision charges etc as per the approved drawing, design and specification and direction of the Engineer in charge. |
3 | Earth work in excavation of foundation in all kinds of soil including stoneyearth and gravel mixed with boulders not exceeding 0.014 cum involume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing the excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering,shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour, T&P and cess and taxes of all materials excluding GST etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
4 | Filling foundation and plinth with sandincluding watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess, , taxes of all materials excluding GST,etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
5 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity 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. – 516using crusherbroken hard granitecoarse aggregate 20mm down graded for concrete lining to the bed and slopes of canal with sleeper beams, keys etc in panels and proportion as specified in I.S. 456code 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 of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texturewith mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures & vertical wall lining and slope lining with paver finish to the bed and slope of the canal with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary 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 requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
6 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity 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. – 516using crusherbroken hard granitecoarse aggregate 20mm down graded and proportion as specified in I.S. 456code 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 of tested and approved quality free from weathered skin surfaceand any other deleterious materials, uniform colour & texturewith mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures & vertical wall lining and slope lining with paver finish to the bed and slope of the canal with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary 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 requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
7 | Providing formwork for concrete withF1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
8 | Laying and fixing in positionof 250 mm dia RCC pipe of 2.5m longspun pipes NP3 class conforming to ISI standard with collar joints filled in cement mortar (1:3) with necessary twisted and coal tarred hempyarn including caulking and finishing the same, as per approved drawing including all cost, conveyance ,royalty, cess and all other taxes of all materials required for the work excluding cost & conveyance of spun pipe including all labour charges for loading, unloading, curingand laying in position, T&P with all leads, lifts and delifts of all materials dewatering if any including making the coffer dam if requiredas per the specification and direction of Engineer-in-Charge. |
9 | Collecting, conveying , supplying good quality moorum of approved quality from approved quarry and stacking at approved stack yard for pre measurement in regular box heaps of 1.5m x 1.5mx0.44m to be measured as one cum and conveying from stacks and spreading the same in sub base in layers not exceeding 22.5cmdepth and consolidation with vibrator roller to required densityin OMC conditionincluding cost, conveyance, royalties, cessand taxes of all materials excluding GST, with all leads, lifts, delifts and labour and T&P , hire charges of vibrator roller and other machineriesrequired for the work, etc complete in all respect as per specification and direction of the Engineer in charge. (Measurement will be taken on finished level section). |
10 | Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means, loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction by sheep foot roller & dozer or any other suitable compaction equipments approved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, cess & taxes of all materials excluding GST but including cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing and specification and direction of the Engineer-in-charge excluding compaction charges (Measurement is to be taken on the finished level section & payment will be made after compaction ). |
11 | Watering and compacting the earth fill in canal / flood embankments under O.M.C. condition by sheep foot roller and dozer or any other suitable compaction equipments as approved by Engineer-in-Charge, in layers not exceeding 22.5 cm in depth to required design density to achieve 95% proctor density including cost of quality control tests, mobilization and demobilization, supplying, running and maintenance charges of all machineries and equipment, cess, taxes of all materials excluding GST, labour required for the work and inclusive of supervision charges for all heights of embankment with all incidental charges to complete the item of work as per approved designs, drawings, specifications and as per the directions of the Engineer-in-Charge,(Measurements will be taken on compacted finished approved level section). |
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