Improvement to Head Works of Gayapathara M.I.P Res in Bhapur Block of Nayagada District under DPIW scheme for the year 2026-27
SECMIC-BHUBANESWAR · Bhubaneswar, Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.9Cr
- EMD: ₹1.9L
- Published: 28 Sep 2026
- Closing date: 13 Oct 2026
- Status: open
- Department: CE,Minor Irrigation
- Office: Additional Chief Engineer, Central Minor Irrigation Circle, Bhubaneswar
Description
Improvement to Head Works of Gayapathara M.I.P Res in Bhapur Block of Nayagada District under DPIW scheme for the year 2026-27
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (27)
- Clearing grass uprooting stumps and small bushes and trees 1 M girth on premeasurement and removal of rubbish and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and t&p required for the work etc. complete in all respect as per the direction of the Engineer-in-Charge — Qty: 34931.1 Sqm
- Earth work in ordinary soil within initial lead of 50 Mtr. and 1.50 Mtr. initial lift including rough dressing and breaking the clods to maximum 5Cm. to 7Cm. size laying in layers not exceeding 0.30 Mtr. in depth etc. complete and as per direction of the Engineer-in-Charge. — Qty: 1505.9 Cum
- Excavation of foundation in all kinds of soil to proper section and profile with all leads, lifts and delifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete and depositing the excavated materials away from the work site with all leads, lifts and delifts including dewatering if necessary from foundation with all labour and T&P required for the item complete in all respect as directed by Engineer-in-Charge. — Qty: 1106.05 Cum
- Earth work in excavation in hard soil or gravelly soil within initial lead of 50 Mtr. and 1.50 Mtr. initial lift including rough dressing and breaking the clods to maximum 5Cm. to 7Cm. size laying in layers not exceeding 0.30 Mtr. in depth and dewatering the foundation if necessary complete and as per direction of the Engineer-in-Charge. — Qty: 40 Cum
- Excavation of all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rock and boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow area including rough dressing and dumping the excavated material away from work site manually within initial lead and lift including stacking the useful material as directed by the Engineer-in-charge — Qty: 1355.74 Cum
- Excavation,loading,unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site etc. complete as per the direction of Engineer-in Charge. Within an initial lead of 2km from the place of excavation per 1 cum — Qty: 332.33 Cum
- Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and compaction with sheep foot roller and sozer but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering & lighting of haul road and borrow area as per the direction of EIC. — Qty: 8545.59 Cum
- Providing supplying drilling and injecting chemical imulsion on dam slopes including cost of all materials labour, T&P required for work site as per direction of EIC — Qty: 612 Sqm
- Cement Concrete works of M15 with 20 mm Size crusser broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. — Qty: 185.08 Cum
- Cement Concrete works of M20 with 20 mm Size crusser broken granite metal & down graded of approved quality quarried and free from weathered skin including lifting the materials lowering, hoisting and laying the concrete for required level with curing ramming finishing etc. complete in all respect to proper slope and level & providing expansion joints with cost, conveyance, royalty and other taxes of all materials etc. complete including dewatering as and when necessary as directed by the Engineer-in-Charge. — Qty: 1141.32 Cum
- Supplying straightening, cutting, bending, binding, fitting and placing uncoated HYSD bar reinforcement of different diameter and laying in position including cost of binding wire 18 to 20 gauge and fixing of reinforcement including lapping where necessary with all leads, lifts from bending yard to placement spot including cost, conveyance & all taxes of reinforcement as directed by the Engineer-in-charge. — Qty: 313.043 Qtl
- Rigid smooth centering and shuttering for CC/R.C.C works in foundation of all heights with wooden & steel shuttering plates including supply of ties supports rigidly fixed and removal including making good to the damaged surface where necessary with all scaffolding gangway etc. with cost, conveyance and other taxes of all materials including all labour and T&P materials required for the item complete in all respect as directed by the Engineer-in-charge. — Qty: 6325 Sqm
- Rough stone dry packing in aprons and revetments to all heights with hard granite stone 30Cm and above including spalls for filling and wedging with cost, conveyance, royalty and other taxes of all materials required for the work and finished to proper slope and level complete in all respect as directed by the Engineer-in-Charge. — Qty: 130.98 Cum
- Ramming or rolling earth work with light H.R.R. in embankment in layers not exceeding 0.30m complete in all respect as directed by the Engineer in-charge. — Qty: 11220.74 Cum
- Supplying & placing of 12mm thick Bituminous expansion joint board etc. complete including conveyance,royality and all other taxes of all materials with supply of all labour and T&P required for the work. As directed by the EIC. — Qty: 79.1 Sqm
- Fine dressing and turfing in slopes of earth dam and embankment including filling of rain cuts and slips with selected earth duly compacted and trimmed to required profile and turfing with approved quality of compact dub grass including collection and supply of the same from approved site, including loading and unloading, conveyance charges, royalty and other taxes on all materials, with all leads, lifts and de-lifts and as per the approved drawings, specifications including mobilization and demobilization, supplying of all machineries and equipments and their running maintenance charges, inclusive of materials and labour required the work, supervision charges, including cost of watering and making arrangements for survival of grass till its full growth etc. complete in all respects as directed by the Engineer-in-charge (measurement will be taken on full survival of grass turf) — Qty: 15381.75 Sqm
- Removing old revetment and aprons and repacking with old stones useful materials for reuse and removing the debris etc complete as directed by the Engineer-in-charge. (labour charges) only — Qty: 498.2 Cum
- Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, 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 MORTH specification of road and bridge works etc. — Qty: 332.33 Cum
- Providing and laying admixture with sand and moorum in (2:3) proportion with cost, carriage royalty of all materials and laying the admixture in canal bed and slopes, well water and rammed to line and level, with cost of all labour, T&P, workers welfare cess etc. complete as per approved specification and direction of Engineer-in-charge. — Qty: 332.33 Cum
- Providing, laying, spreading and compacting stone aggregates of IRC-Grade-II (63mm to 45 mm) to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying, and brooming requisite type of screening/blinding materials to fill up the interstics of coarse aggregate, watering and compacting to the required density as per clause 404 of MORST&H specification for road & bridge work (4th Revision) and as directed by the Engineer-in-Charge. — Qty: 166.17 Cum
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