Tender For Providing Flood Protection Work On Right Bank Of River Ghodahada Near Village Dudurapadar In Sanakhemundi Block Of Ganjam District.
Tender Value
3.17 Crore
Estimated cost
Bid Submission
14 Nov 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
digapahandi → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Flood Protection Work On Right Bank Of River Ghodahada Near Village Dudurapadar In Sanakhemundi Block Of Ganjam District.
BOQ
| Sl. No. | Item Description |
| 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 & clause 305 of MoSRT & H specification for road and 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. |
| 2 | 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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). |
| 9 | Collecting supplying and stacking good quality of moourm of PI Value more than 06 and sand from approved quarry of approved quality free from organic materials for road work for sub-base away from the trafficable berm in regular interval forregular box heaps of 1.5mx1.5mx0.44mto be measured as one cum including preparing of admixture of moorum and sand in proportion (70%moorum and 30%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with PRRwith sufficient number of passes for each layer including hire and running charges of PRR with other machineries and T&P etc complete cost , conveyance, royalty and all othertaxes, cess of all materials excluding GST to the site of work, all leads, lifts , delifts, labour , T&Pand supervision charges complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section) |
| 10 | Providing, laying, spreading and compacting I.R.C. Grade -I stone aggregates (of size 90mm to 45mm) confirming to sieve analysis as perspecification and moorum of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and moorum for IRC grade-I metalling in even layers to an uniform thickness compacted to 100 mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works (4th revision) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstices by spreading moorum over the metal surfaceincluding wateringturf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of wateringand carriage of water including cost,conveyance, royalty and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge. |
| 11 | 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). |
| 12 | 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. |
| 13 | Rough stone dry packing in aprons and revetments to designed thickness and slope using30cm and 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. |
| 14 | 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). |
AI Tender Summary
Tender Timeline
Oct 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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