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Tender For Modernization To Head Works Of Garh Mip In Anandapur Block Of Keonjhar District Under Oiipcra Scheme For The Year 2023-24, anandapur-Odisha

Minor Irrigation Department-MID has published Tender For Modernization To Head Works Of Garh Mip In Anandapur Block Of Keonjhar District Under Oiipcra Scheme For The Year 2023-24. Submission Date for this Tender is 27-05-2024. Dam Work Tenders in anandapur Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

43251514
Tender For Modernization To Head Works Of Garh Mip In Anandapur Block Of Keonjhar District Under Oiipcra Scheme For The Year 2023-24
National Competitive Bid
Indian
Odisha
anandapur
27-05-2024

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Tender Details

Tender For Modernization To Head Works Of Garh Mip In Anandapur Block Of Keonjhar District Under Oiipcra Scheme For The Year 2023-24

Key Value

Document Fees
Refer document
EMD
INR 134900.0 /-
Tender Value
INR 1.34 Crore /-

Attachment

FileName File Description File Size
6a35755c-47a2-429c-b373-d80de686c348.html Tender Notice 0 KB
BOQ_501019.xls Tender Document 0 KB
GARH_MIPOIIPCRADTCNhw.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: MODERNISATION TOHEAD WORKS OF GARH MIP IN ANANDAPUR BLOCK UNDER OIIPCRA GRANT FOR THE YEAR 2023-24
Sl. No. Item Description
1Clearing and grubbing jungles including uprooting tank vegetation, grass bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviciable material and stacking of useful materials with supply of all labour T & P and all taxes as per prevailing norm etc. complete as directed by the Engineer-in-charge.
2Earth work in hard soil in embankments,canal bank etc. within all lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department with supply of all labour, all taxes as per prevailing norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge. (Measurement to be taken on finished compacted level section of the fill)
3Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level and making it fit for laying concrete and depositing the excavated materials clear of work site within all leads and lifts etc including dewatering from foundation if necessary etc with supply of all labour, all taxes as per prevailing norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge.
4Filling foundation & plinth with sand including watering & ramming to all heights with all leads & lifts with supply of all labour, all taxes as per norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge.
5Providing Cement Concrete M10 grade (excluding cost of M.S.Rod,carriage and labour for cutting ,bending ,binding and fixing of M.S.Rod) using 20mm and down graded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and other deletorious materials, quarry debris and foreign materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves wherever necessary including cost, conveyance, royalty and other taxes of all materials hire and running charges of the machineries,cost and carriage of wateretc, with supply of all labour,taxes as per prvailing norm and supervision Charges including mobilisation & de-mobilisation of men & machineries, T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge.
6Providing Cement Concrete M15 grade (excluding cost of M.S.Rod,carriage and labour for cutting ,bending ,binding and fixing of M.S.Rod) using 20mm and down graded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and other deletorious materials, quarry debris and foreign materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves wherever necessary including cost, conveyance, royalty and other taxes of all materials hire and running charges of the machineries,cost and carriage of wateretc, with supply of all labour,taxes as per prvailing norm and supervision Charges including mobilisation & de-mobilisation of men & machineries, T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge.
7Providing Reinforced Cement Concrete M20 grade for RCC works on approved surface or shape ans size using 20mm and down graded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and other deletorious materials, quarry debris and foreign materials, clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials,(excluding cost,carriage of M.S.Rod and labour for cutting,bending,binding and fixing of M.S.Rod) with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour and supervision Charges including mobilisation & demobilisation of machineries, T&P with all incidental Charges required for the work complete in all respect as directed by the Engineer-in-Charge.
8Supplying, straightening ,cutting,bending and bindingof uncoated HYSD Steel ( Approved by Govt. Odisha) for concrete worksand tying the grills as per approved design & drawing and placing in position including cost, conveyance, royalty and other taxes binding wires of 18 to 20 gauge with supply of all labour,taxes as per prvailing norm and T&P required for the work etc, complete in all respect as directed by the Engineer-in-Charge. (Weight of the binding wire will not be included in the measurement for payment)
9Providing rigid shuttering for concrete works with box type steel shuttering plates with keys for intermediate construction joints in rafts of weir , barrage and dam blocks including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respectand curing with water for specified period including depositing the debris clear of work site with all leads & lifts, delfts including supply of all labour, all taxes as per prevailing norm and T & P required for the items of work etc. complete in all respect as directed by Engineer-in-Charge.
10Filling foundation & plinth with excavated earth materials including watering & ramming to all heights with all leads & lifts with supply of all labour, all taxes as per norm and T&P required for the work etc complete in all respects as directed by the Engineer-in-charge.
11Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the derbies with all leads & lifts including all labour, taxes as per norm, T & P etc. required for the item & as per direction of Engineer-in-charge.
12Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock & boulders exceeding 0.014cum. in volume for dam base stripping.Cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work sitemanually including stacking the useful materials with removal of all organic materials such as shrubs, bushes and uprooting of stumps & roots of trees with all leads, lifts & delifts with dewatering including supplying and maintenance of equipments, haul roads and approach roads with all labour and T&P materials required for the item with supervision charges, mobilization, demobilization, all taxes, royalty etc. completein all respect as per approved design, drawing, & specification as directed by the Engineer –in-Charge. (Measurement is to be taken on finished approved level section).
13Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloadingthe soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5cm 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 from the stripped surface above down stream filter blanket or cutoff trench as the case may be as per design ,drawing,specification including all leads,delifts ,cost of materials,all taxes ,royalty,mobilisation & demobilisation with construction,maintenance,watering and lighting of haul road and borrow area etc.with all materials ,labour and T&P required for the item complete as per the direction of Engineer in Charge .(Measurement of the fill to be taken on finished compacted section)
14Removing old revetment and approns of all heights and stacking the useful materials aside and repacking with old stoneswith supply of all labour , T&P materials required for the work with all incidental charges required etc. complete in all respect as directed by the Engineer-in-Charge.(Work with Deptt. stone,No cost of stone will be paid)
15Fine dressing of earth work in slope of Damembankment including trimmed to required profile and turfing with best compacted dub grass sods with all leads and lifts including periodical watering with labour, all other taxes as per prevailing norm and T & P till survival of the turf etc. complete in all respect as directed by the Engineer-in-Charge. (Measurement and Payment will be made on survival of the turf. )
16Providing stone rip-rap to the slopes of earth dam and dyke with quarriedand blastedgranite stone boulders of sizes 0.30m and above size including dumping on slopes, fillinginterstices with small stones wedges and packing the surface to proper line and levels including fixing wave breakers complete with all leads and lifts including cost, conveyance, royalty and taxes of materials, supply of all labour, all taxes as per prevailing norm and T&P required to complete the work as directed by the Engineer-in-Charge. ( No deduction to be made towards voids in finished section.)
17Supplying and spreading sand of approved specification on compacted surfaces of earth dam or dykes for filter blanket and other horizontal filter zone to proper thickness including surface dressing within initial lead complete as directed by the Engineer-in-charge.
18Supplying and spreading 40mm metal of approved specification on compacted surfaces of earth dam or dykes for filter blanket and other horizontal filter zone to proper thickness including surface dressing within initial lead complete as directed by the Engineer-in-charge.
19Rough stone dry packing in approns and revetments to all heights,thickness , profile and level using hard granite broken stone of 30cm. and above size weighing 140lbs/cft and above of approved quality, quarried, free from weathered skin including filling the interstices with small stone wedges including cost, conveyance, royality and other taxes of all materials, labour, all taxes as per prevailing norm and T&P alongwith supply of all labour required for the work complete in all respects as directed by the Engineer-in-Charge.
20Ramming and rolling earth work with light H.R.R. in embankments in layers not exceeding 0.30m in depth as directed by the Engineer-in-charge.(Measurement to be taken on the finished compacted section of the fil).
21Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density. Etc complete as per the direction by the Engineer-in-charge
22Construction of Gangular sub base by providing moorumand sand admixture spreading in uniform layers wihtractor grader on prepared surface mixing by mix in place mehod at OMC and compacting with wheel roller to aceive desired density etc complete as per the direction by the Engineer-in-charge
23Providing, laying, spreading and compacting stone aggregate of specific sizes of IRC Grade-II (63mm to 45mm) to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to requireddensity as per Technical Specification Clause 405 etc complete as per the direction by the Engineer-in-charge
24Providing, laying, spreading and compacting stone aggregate of specific sizes IRC Grade-III (53mm to 22.4mm) to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to requireddensity as per Technical Specification Clause 406 etc complete as per the direction by the Engineer-in-charge
25Supplying, Collecting, stacking and conveying from stacks spreading moorum and consolidation with H.R.R. including water as directedby EIC.
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