Water Resources Department-WRD has published Providing Flood Protection Embankment On Right Bank Of River Rushikulya From Village Badamadhapur To Nuapalli . Submission Date for this Tender is 05-07-2022. Flood Protection Tenders in chhatrapur Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing proposed enbankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300mm, removal of stumps of trees cut earlire and disposal of unserviceable materials to be used or auctionedwith all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of the Engineer in charge. |
| 2 | Triangular & square section trench cutting of 0.15 Mtr. deep for alignment and demarcation purpose including measurement and marking lines with all labour T&P with allleads, lifts, delifts etc. complete excluding GST as per specification and direction of the Engineer-in-Charge. |
| 3 | Earthwork in excavation of all kinds of soil for base strippingwith all leads and lifts &, breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 m in depthand leveling the bed and stacking the excavated materials for reuse away from the working area with all labours T&P etc completeexcluding GST as per direction of the Engineer in charge ( The measurement will be taken in finished level section only). |
| 4 | 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 bymechanical meansloading into & transportation bymechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including dug belling for demarcation purpose , spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction to 95% proctor density under OMC condition) withsheep foot rollers and dozer, in flood bank of all heights including cost of clearing and grubbing jungles covered with plants/bushes less than 30cm girth and uprooting stumps and including cost of all materialsT&P, with all royalties cess & other taxes,etc. 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 embankment/flood bank to design section, construction, maintenance, wateringand 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 but excluding GST as per 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 ). |
| 5 | Watering and compacting the earth fill in floodembankments underO.M.C. conditionbysheep foot roller and dozerin 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, all taxes on all materials,labour required for the work and inclusive of supervision charges for all heights of embankment with all incidental charges to complete but excluding GST, 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). |
| 6 | 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 disposal ofexcavated materials for filling in river bank portionwith 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 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. |
| 7 | 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 direction of the Engineer in charg |
| 8 | 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 40mm 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 etc. l 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. |
| 9 | 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 etc. l 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. |
| 10 | Cement concrete (1:1.5: 3)with 12mmanddown grade size crusherbroken hard granite chipsof approved quality free from weathered skin surface or any other deleterious materials mixing and vibratingby mechanical means including hoistingand laying with all leads, lifts and delifts including cost, conveyance, royalty & taxes etc of all materials excluding GST, all labour charges, T&P, hireand running charges of all machineries, watering and curing, cess etc complete as directed by the Engineer in charge. |
| 11 | Providing singleunder reamed piles foundation of 300mm dia and 6 M long driven to design depth from ground level made of cement concrete M20 using 12 mm size crusher broken chips and 6 mm dia distribution bars @ 300 mm C/C including drilling with bentonite slurry, ( excluding cost of reinforcement) 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 requiredin completeas per approved drawing , specificationand direction of the Engineer in charge. |
| 12 | ReinforcementCement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/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 etc. l 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. |
| 13 | Providing reinforcement including cost of steel, overlaps of reinforcement, Labour charges for cutting, bending, lapping, welding etc of HYSD bars confirming to respective IS codes and specifications of tested and approved quality and jointing if necessary by lapping and tying the grills and placing in position in ties, chairs and spaces as required for fabrication and fixing of reinforcement for RCC works as per the approved design with all leads and lifts from bending yard to placement spot including cost and conveyance of steel bars of SAIL / TATA make and binding wire of 18 to 20 gauges etc complete. (Weight of binding wire has not been considered for payment, standard co-efficient of different sizes of the steel shall be considered and welding and lapping shall confirming to relevant clauses of I.S. code) including cost of all labours, cess, T&P and supervision charges, taxes of all materials and excluding GST etc complete as per design, drawing and direction of the Engineer-In-charge. |
| 14 | 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. |
| 15 | Laying and fixing in positionof 1200 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 excluding GST dewatering if any including making the coffer dam if requiredas per the specification and direction of Engineer-in-Charge. |
| 16 | Rough stone dry packing in aprons and revetments to designed thickness and slope using30 cm & above size hard broken granite stone of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering, if any with all cost, labour, conveyance and all leads and lifts, royalties, cess, T&P, taxes of all materials excluding GST etc complete in all respect as per drawing, specification and direction of the Engineer- in- charge. |
| 17 | Providing dry rubble rock toe / launching apron with quarried and blasted hard granite stones of 30 cm and above from approved quarry free from weathered skin and any other deleterious materials including dumping on slopes, filling interstices with small stones and wedged and packing surface to proper line and level including fixing wave breaker etc complete with all leads, lifts & delifts including cost, conveyance, royalty andtaxes of all materials excluding GST, but includingquality control charges & cess etc complete as per approveddesign, drawing, specification and direction of the Engineer in charge. (No deduction towards voids in finished section). |
| 18 | Fine dressing of earth work in slopes including filling of rain cuts and slips with selected earth duly compacted and trimmed to the required profile and turfing the surface with bestcompacted dub grass sods 8cm to 10cm thickincluding collection & supplying the sameand conveyance charges, royalty, Cess and taxes of all materials excluding GST with all leads,lifts and delfts by mechanical meansincluding laying and trimming to form a level and compact surface in line with the slopes and grade of the canal sectionor earth embankment section of river including watering until the green growth of grass including mobilization and demobilization etc complete as per design, drawing and specification and direction of the Engineer-in-Charge. (Measurement will be taken after full survival of turf). |
| 19 | Providing weep holes in plain / reinforcedconcrete walls, abutment , wing wall / return wall / toe wall / retaining wall etcwith 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face completeas per approved drawingand technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the A.C. pipes with cost, carriage, royalties , cess, taxes of all materials,T&P , labour and supervision charges etc complete but excluding GST as per direction of the Engineer-in-charge & as per approved drawing, design and specification. |
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