Water Resources Department-WRD has published Improvement To Lfb Of River Sananadi From Village Hatadhepa To Dhepasahi ( Barakuda To Dhepasahi ) . ( Package-Iv ) . Earth Work , Concrete , Stone Work. Submission Date for this Tender is 03-11-2020. Earth Work Tenders in Bhanjanagar Odisha. Bidders can get complete Tender details and download the document.
| Name of Work : Improvement to left flood bank of River Sananadi from village Hatadhepa to Dhepasahi ( Barakuda to Dhepasahi) (Package No. IV). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of earth, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MOSRT & H specification for road & bridge work including all cost of labour, T&P, machineries, cess, taxes of all materials excluding GST etc complete as per direction of the Engineer in charge. | BI01010001010000000000000515BI0100001113 | 3675 | One cum |
| 2 | 2 | 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 ). | BI01010001010000000000000515BI0100001114 | 78218 | One cum |
| 3 | 3 | 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). | BI01010001010000000000000515BI0100001115 | 78218 | One cum |
| 4 | 4 | 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 best compacted dub grass sods 8cm to 10cm thick including collection & supplying the same and conveyance charges, royalty, Cess and taxes of all materials excluding GST with all leads, lifts and delfts by mechanical means including laying and trimming to form a level and compact surface in line with the slopes and grade of the canal section or 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). | BI01010001010000000000000515BI0100001116 | 22000 | one sqm |
| 5 | 5 | Rough stone dry packing in aprons and revetments to designed thickness and slope using 15 cm to 30 cm 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. | BI01010001010000000000000515BI0100001117 | 193 | one cum |
| 6 | 6 | Earth work in excavation of foundation in ordinary 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 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. | BI01010001010000000000000515BI0100001118 | 18 | One cum |
| 7 | 7 | Earth work in excavation of foundation in hard 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 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. | BI01010001010000000000000515BI0100001119 | 538.58 | One cum |
| 8 | 8 | Filling foundation and plinth with sand including 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 | BI01010001010000000000000515BI0100001120 | 76.31 | one cum |
| 9 | 9 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/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 40mm 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 2.70 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 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 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. | BI01010001010000000000000515BI0100001121 | 118.87 | one cum |
| 10 | 10 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/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 20mm 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 2.80 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 provision of expansion joints and weep holes as necessary using proper materials at suitable intervals 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 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. | BI01010001010000000000000515BI0100001123 | 421.66 | one cum |
| 11 | 11 | Providing laying and fixing in position of RCC spun pipes of 1200mm dia 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 taxes of all materials excluding GST required for the work including cost & conveyance of spun pipe including all labour charges for loading, unloading, curing and laying in position, T&P with all leads, lifts and delifts of all materials dewatering if any including making the coffer dam if required as per the specification and direction of Engineer-in-Charge. | 12.5 | one Rmt | |
| 12 | 12 | Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/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 20mm 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 provision of expansion joints and weep holes as necessary using proper materials at suitable intervals 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 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. | 3.3 | One cum | |
| 13 | 13 | Providing reinforcement including cost of steel, overlaps of reinforcement, Labour charges for straightening, coiled or bend up M.S. or HYSD bars confirming to grade fe-250 or fe-415 of tested and approved quality, cutting, bending, lapping, slitting , welding etc and confirming I.S. Specification 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 M.S. or tor-steel bars of SAIL / TATA / approved 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 excluding GST etc complete as per design, drawing and direction of the Engineer-In-charge. | 0.99 | one Qntl | |
| 14 | 14 | Providing formwork for concrete with F1 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 directed by the Engineer in charge as p[er the approved drawing, design & specification. | 1568.8 | one sqm | |
| 15 | 15 | Filling foundation and plinth with excavated materials including 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 charge. | 179.53 | One cum | |
| 16 | 16 | Providing weep holes in plain / reinforced concrete walls, abutment , wing wall/ return wall, retaining wall etc with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face complete as per approved drawing and 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 excluding GST, T&P , labour and supervision charges etc complete as per direction of the Engineer-in-charge. | 400 | One Rmt |
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