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Tender For Improvement To Daya Left Embankment From Rd-13.00 0 Km To 24.000 Km From Village Bharatipur To Neempur 1. Earth Work 2. Stone Work, pipili-Odisha

Water Resources Department-WRD has published Tender For Improvement To Daya Left Embankment From Rd-13.00 0 Km To 24.000 Km From Village Bharatipur To Neempur 1. Earth Work 2. Stone Work. Submission Date for this Tender is 06-02-2023. Embankment Tenders in pipili Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

35795358
Corrigendum : Tender For Improvement To Daya Left Embankment From Rd-13.00 0 Km To 24.000 Km From Village Bharatipur To Neempur 1. Earth Work 2. Stone Work
National Competitive Bid
Indian
Odisha
pipili
06-02-2023

Tender Details

Tender For Improvement To Daya Left Embankment From Rd-13.00 0 Km To 24.000 Km From Village Bharatipur To Neempur 1. Earth Work 2. Stone Work

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Jan-2023 1st Corrigendum Other 01-02-2023
2 28-Jan-2023 Date Corrigendum Date 06-02-2023

Key Value

Document Fees
INR 10000 /-
EMD
INR 710200.0 /-
Tender Value
INR 7.10 Crore /-

BOQ Items

Name of Work : Improvement to Daya Left Embankment from RD 13.00 Km. to 24.00 Km. from village Bharatipur to Neempur
Sl. No. Item Description
1Clearing shrub jungles, up-rooting stumps and small bushes, trees including clearing away from work site with all leads, lifts, delifts, including labour, T & P, hire and running charges of all machineries, taxes, cess, etc. all complete as per the direction of the Engineer-in-Charge.
2Earth work in approved type of soil in borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloadingthe earth over the approved surface of the embankment in proper profiles with all leads, lifts,delifts includingrough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transportated earth including laying in layers not exceeding 22.50 cm in depth excluding watering and ordinary compaction by PRR including construction and maintenance of haul road, cost of hire & running charges of all machineries, T & P, cost of fuel, lubricants, cost of labour,carriage, royalty, cess , taxes etc. all complete as per specification and direction of the Engineer-in-Charge.(Measurement will be taken on finished compacted level section only and earth to be arranged by the contractor at his own cost and responsibility.)
3Fine dressing of earth work in slopes including filling of rain cuts and slips with selected earth duly compacted to required profile and turfing the surface with dub grass sods of 8Cm to 10Cm thick with all leads, lifts & delifts, T&P including laying and trimming to from a level and compact surface in the line with the slopes and grade of embankment sectionand watering till survival of turf up to green growth including all taxes, cess etc. complete as per the direction of Engineer–in–Charge. (Dub grass should be arranged by the bidder at his own cost & measurement to be taken after survival of turf up to green growth.)
4Quarrying, collecting & supplyingof good quality of moorum and river sandfrom approved quarry and stacking near work site or at approved stack yard for presurement in regular box of heaps of 1.5 x 1.5 x 0.5 m to be measured as one cum and conveying from premeasured stacks and mixing the sand and moorum in required propertion (40:60) to form the admixture and spreading the same over the prepared surface not exceeding 100mm in layers to required thickness including watering and compacting to required density with PRR with all leads, lifts and delifts including cost, conveyance, royalty, taxes of all materials with hire and running charges of machineries with all labour, T & P, taxes, cess etc. all complete as per the specification and direction of the Engineer-in-Charge
5Labour for laying moorum in layers not exceeding 100mm watering and compacting to required density with PRR includingcost, conveyance, royalty etc. all complete as per the specification and direction of the Engineer-in-Charge
6Providing, laying, spreading and compacting stone aggregate of IRC Grade - III metal of size 53mm to 22.5mm free from weathered skin and deleterious materials to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 stones in stages to proper grade and camber, applying and brooming requisite type of coarse aggregates, watering and comapacting to the required density and thickness of 100mm as per clauseNo. - 404 of MoSRT & H, specification for road and bridge works (4th revision)including cost, conveyance, royalty, taxes of all materials, hire and running charges of PRR with cost of alllabour, T & P required for the work, labour, welfare cessetc. complete as per the specification and direction of the Engineer-in-Charge
7Earthwork in excavation of foundation in all kinds of soil with all leads, lifts & delifts including rough dressing and levelling the bed & depositing the materials clear away from work site including all taxes, cess of materials, labour and T & P etc. all complete as per the direction of the Engineer-in-Charge.
8Filling foundation and plinth with sand in layers not exceeding 22.50cm in thickness, well watered and rammed including cost, conveyance, royalty, taxes of all materials with all leads, lifts and delifts, cost of all, labour,T& P, welfare cessetc. all complete in all respect as per the specification and direction of the Engineer-in-Charge.
9Cement Concrete in (1:3:6) in foundation & plinth with using Cement of approved quality & 40mm down graded crusher broken hard granite metal with screened, washed & fined river sand with all cost, carriage, royalty & taxes, cess of all materials used including T&P & hoisting, laying the concrete in position and curing with water etc. all complete as per direction of the Engineer-in-Charge.
10Cement Concrete in (1:2:4) in foundation & plinth with using Cement of approved quality & 12mm down graded crusher broken hard granite chips with screened, washed & fined river sand with all cost, carriage, royalty & taxes, cess of all materials used including T&P & hoisting, laying the concrete in position and curing with water etc. all complete as per direction of the Engineer-in-Charge.
11Rigid & smooth centering, shuttering for RCC works including false work & dismantling them after specified days of castingincluding the cost, carriage of all materials, labour, T&P, taxes, cess, etc. complete in all respectas perdirection of the Engineer-in-Charge.
12Quarrying, collecting, supplying hard granite stone boulder of size not less than 0.0025 cumfromapproved quarry free from weathered skinsurface and other deleterious materials, packingthe stones inrip raps andslope protection works in the river embankmentto required profiles in allheights and depths including filling the interstices with small stones , wedging andhammering etcincludingcost, conveyance, labour, T and P required for thework, royalty, taxes, cess,hireand running chargesand transportationof all materials of approved quality with uniform colour and texture with all leads, lifts, deliftshandling with uniform colour and texture with all leads, lifts and delifts handling and rehandling etc including all other incidental charges required to complete the works as per specification and direction of theEngineer-in-charge.
13Quarrying, Collecting, Supplying of hardgranite stone boulder of at least 30cm in length in any direction, 50 kg. in weight and 0.028 cum in volume from approved quarry (other than laterite sand stone) free from weathered skin surface and any other deleterious materials,dumping of stone in rip rap spur and slope protection works including surface packing in all heights and depths including filling the interstices with small stones and wedgeing and packing surface to proper line, levelsincluding fixing wave brakers etc.including cost, carriage, royalty, taxes, cess of all materials of approved quality with uniform colour and texture with all leads, lifts and delifts including dumping in water, hire chargs of boat, lunch etc. and all other incidential chargs etc. completeas per specification and direction of theEngineer-in-charge. (Measurement to be taken in level sections and 1/6 voids will be deducted from finished level section and payment will be made to the quantity so arrived between the stack measurement and level section after deduction of 1/6th voids whichever is less)
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