Tender For A. Excavation Of Ahari Minor, Ahari Sub-Minor-I And Ahari Sub-Minor-Ii Including cement concrete Lining, Service Road And Its Structures.
Tender Value
18.32 Crore
Estimated cost
Bid Submission
29 Aug 2026
5 days left
EMD
18.32 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mayurbhanj → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for A. Excavation Of Ahari Minor, Ahari Sub-Minor-I And Ahari Sub-Minor-Ii Including cement concrete Lining, Service Road And Its Structures.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing of all kind of jungles (heavy & light) uprooting stumps (covered with plants less than 30 cm girth) and disposing of the debris clear of work site with supply of all equippments, tools & plants, labour etc. required for the work including supervision charges and including all taxes etc. complete as per direction of Engineer-in-charge. (Payment basing on pre-measurement) |
| 2 | Triangular or square section trench cutting of 0.15 m. deep for alignment and demarkation purpose including measuring and marking lines with all labour, t & P complete as per direction of Engineer-in-charge. |
| 3 | Excavation in base stripping the seat embankments by manual or mechanical means removing of all organic materials in all kinds of soil including stoney earth moorum mixed with pebbles dis-integrated rock, weathered rock, sand stone gravel mixed with stone boulders not requiring blasting, soling of roads, hard core macadam surface of water bound and bitumen or tar bound, lime or cement concrete, all type of stone masonry etc, and leveling the bed laying the excavated materials away from the work site in layers not exceeding 225 mm in depth including breaking clods 5 cm to 7cm size with all leads, tools and plants, labours all taxes, labour cess and royalties required for the work and demo-bilisation with all incidental charges to complete the item of work as per the direction of Engineer-in-charge. |
| 4 | Earthwork in excavation of canal by Mechanical means in all kinds of soil including sand, silt, loam clay mud, stiff & hard clay, hard red earth, shale, stoney earth, gravel, moorum interspread with boulder upto 1/2 cum volume, soling of road, path etc. and hard core, water bound macadam, lean concrete, stone masonry in lime mortar or brick work in lime mortar or mud mortar below ground level and soft conglomerate rock where stone may be detached from fine matrix with pick axes and crow bars and generally any materials which is not offering resistance to digging greater than the hardness of any aforesaid soils including trimming the slopes & bed to proper profile and transporting useful excavated materials by mechanical means and laying on properly prepared and scientifically approved surface of bank of canal in filling section and levelling the earth in 22.5 cm thick to receive compaction and depositing the excavated unuseful materials away from work site as per the specification and as directed by the Engineer-in-charge within a lead of 3 km from the place of excavation soil as required with all leads, lifts, delifts, loading and unloading, including dewatering and maintenance of coffer dam, diversion arrangement for excess flow and the removal of the same after completion of the work including the cost of tools and plants, all materials, all taxes including labour cess with mobilization and demobilization and construction and maintenance charges with all incidental charges to complete the item of work as per design, drawing, specification and direction of the Engineer-in-charge. |
| 5 | Excavation in any approved type of soil in approved borrow areas by mechanical means including stripping of borrow area and clearing of all trees, stumps, roots, bushes rubbish, humus and other objectionable materials outside the designated borrow area for bringing earth as required for the work including cost of construction and maintenance of haul roads and approach roads from the borrow area to work site including watering if required in borrow area loading and transporting the excavated materials by mechanical means within a lead of 5.0 Km and laying on properly prepared and scientifically approved surface having 0.6m to 0.90m extra width on both side of the embankment beyond design section of bank of canal in filling reaches and levelling the earth in 22.5cm layer by manual labour or by mechanical means including rehandling the soil if required (to make the fill ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights) to proper shape & size with all leads, lifts, delifts and cost of dewatering if any cost of all materials all taxes on materials including the cost of mobilisation and demobilisation supplying operation maintenance of all machineries equipments and labour required for the work inclusive of supervision charges complete as per direction of Engineer-in-charge complete in all respect(payment will be made on finish design section, contractor has to arrange borrow earth at his own cost). |
| 6 | Watering earthwork up to OMC condition and compaction by vibro roller and dozer or by any other mechanical means in layers not exceeding 22.5 cm to required density to achieve 95% compaction including hire and running charges of all the machineries including cost of fuel and lubricants, with cost of mobilisation, demobilisation and all incidental charges to complete the item of work as per direction of Engineer-in-charge (measurement to be taken on the finished compacted section of the fill under OMC condition). |
| 7 | Fine dressing and turfing the canal embankment, slopes with approved quality of compacted dubgrass including collection and supplying the same from approved site including loading, unloading, conveyance charges, royalty and all other taxes with all leads and specification including cost of mobilization, demobilization, supplying all machineries, equipments, materials. and labour required for the work supervision charges including cost of watering and making arrangements till survival of grass to its full growth with all incidental charges to complete the item of work as per direction of Engineer-in-charge (payment will be made only after survival of the turf.) |
| 8 | Excavation of foundation by mechanical means in all kinds of soils including silt, loam clay mud, stiff and hard clay, hard red earth, shale, stoney earth, gravel, moorum interspread with boulder up to 1/2 cum volume with all leads, lifts and delifts including shoring, shuttering, propping bullah, pilling, including cost of dewatering drainage arrangement and slush removal if required & ramming the foundation and removing stumps and roots of trees including stacking the excavated materials away from the work site as per the drawings, designs and specifications, including cost of mobilization, demobilisations, supply or all equipments, materials, labour, tools required for the work, maintenance of coffer dam, diversion arrangements and the removal of the same after completion of the work, supervision charges, all taxes, labour cess etc. with all incidental charges to complete the item of work as per direction of the Engineer-in-Charge. (Measurement and payment will be made on theoretical design section). |
| 9 | Filling in foundation trenches with coarse sand including watering, ramming manually or mechanically fully compacted with all leads, lifts and delifts, T&P, dewatering, all taxes, labour cess, supervision charges as per specification & direction of Engineer-in-Charge. |
| 10 | Collecting, supplying and spreading of coarse clean sand of approved specification including cost, carriage, royalty and all other charges on finished surface & on slope & bed of canal for filter drain to proper line and level and filter using removable sheet metal separators up to design height watering & ramming to proper compaction including hire charges of machineries, site illumination, mobilisation, demobilisation, construction of coffer dam, dewaterig, approach road, diversion road with its removal after completion of work with all leads lifts, delifts, T&P, all taxes, labour cess etc. complete as directed by the Engineer - in -Charge. |
| 11 | Supplying, collecting, spreading with labour for laying admixture of good quality graded moorum & sand in canal in slope and key (as CNS layer) in layers not exceeding 100mm, watering & compacting to the required density in OMC by manual or mechanical means including cost, conveyance, royalty, taxes, labour cess etc. and all other labour charges, hire charges of machineries etc. complete as per direction of Engineer-in-Charge (Payment will be made on finished section on theoritical measurement. Available good quality moorum from canal excavation conforming to IS specification will be used first and cost will be deducted @ Rs.47.62/ Cum). |
| 12 | Providing and laying cement concrete(PCC) of grade M 15 with 20 mm. down graded size hard granite crusher broken stone aggregates from approved quarry free from weathered skin surface dust & any other deleterious materials of approved grading including supply of clean sharp sand of approved quality in canal structure as per approved design., drawings and specifications with all leads lift and delifts, including cost of carriage, royalty, screening and washing etc. of all materials, dewatering for cast-in-situ concrete lining to the bed and slopes of canal with sleeper beams, keys etc. in panels including supply of all materials labour and machineries compacting with space vibrator or manually including trimming and dressing of canal bed and slopes and necessary formwork with watering and compaction of slopes and bed with hand rammers to proper profile complete, taxes, royalty, labour cess as directed by the Engineer-in-Charge. |
| 13 | plain Cement Concrete (PCC) M 15 using 40mm & down graded size hard granite crusher broken stone aggregates from approved quarry free from weargered skin surface dust & any other deleterious materials of approved grading including supply of clean sharp sand of approved quality in canal structure as per approved design., drawings and specifications with all leads, lift and delifts, including cost of carriage, royalty, screening and washing etc. of all materials, dewatering mixing & vibrating by mechanical means including supply of all tools and plants labour with cost, carriage of water, curing and construction & removal of Cofferdam and gangway if required & supervision charges including mobilisation & demobilisation with all incidental charges, taxes, labour cess to complete the item of work as per direction of the Engineer-in-charge. |
| 14 | Plain Cement concrete M-15 using 20 mm. and down graded size hard granite crusher broken stone aggregate from approved quarry free from weathered skin surface, dust & any other deleterious materials of approved grading, including supply of clean sharp sand of approved quality in canal structure as per approved design, drawings and specification with all leads, lifts and delifts, including cost, carriage, royaltiesand taxes of all materials, screening & washing etc. of all materials, dewatering mixing & vibrating by mechanical means including supply of all tools and plants, labour with cost of carriage of water, curing and construction & removal of Coffer dam and gangway if required & supervision charges including mobilisation & demobilisation & with all incidental charges, taxes, labour cess to complete the item of work as per direction of the Engineer-in-charge. |
| 15 | Plain Cement Concrete M-20 using 20mm and down graded size of approved grading and good quality hard granite crusher broken stone aggregate from approved quarry, free from weathered skin surface dust and any other deleterious materials, including supply of clean sharp sand of approved quality in canal structures as per approved design, drawing and specification with all leads, lifts & delifts including cost, carriage, royalties and taxes of all materials, screening and washing etc. of all materials, dewatering, mixing and vibrating by mechanical means including supply of all tools and plants labour with cost, carriage of water for curing and construction and removal of coffer dam and gangway if required, and supervision charges including mobilisation and demobilisation with all incidental charges, taxes, royalty, labour cess to complete the item of work as per direction of the Engineer-in-Charge. |
| 16 | Reinforced Cement Concrete(RCC) M-25 using 20 mm. and down graded size of approved grading and good quality hard granite crusher broken stone aggregate from approved quarry, free from weathered skin surface dust and any other deleterious materials, including supply of clean sharp sand of approved quality in canal structures as per approved design, drawing and specification with all leads, lifts & delifts including cost, carriage, royalties and taxes of all materials, screening and washing etc. of all materials, dewatering, mixing and vibrating by mechanical means including supply of all tools and plants labour with cost, carriage of water for curing and construction and removal of coffer dam and gangway if required, and supervision charges including mobilisation and demobilisation with all incidental charges, taxes, labour cess to complete the item of work as per direction of the Engineer-in-charge. |
| 17 | Providing, straightening, cutting, bending, binding and tying the grills and placing in position the Reinforcement including lapping or welding where necessary, including cost, carriage and taxes of tested, reinforcing bars, binding wires with all leads, lifts and delifts, cost of all labour, including mobilisation and demobilisation, supplying, running and maintenance of all machineries and equipments necessary for the work with all incidental charges including cost of lap bars, chairs etc. to complete the item of work as per approved designs, drawing and specification with cost, carriage, royalty, cess, taxes of all materials etc. complete as per direction of Engineer-in-Charge. |
| 18 | Form work for concrete in canal structure with F2 finish using steel shutter plates of approved specification for surface not prominently or permanently exposed to public views, including cost, conveyance, T & P, labour and taxes of all materials with all leads, lifts & delifts & dismantling & finishing after 21 days including mobilisation, demobilisations with incidental charges, labour cess to complete the items of work as per drawing, design & specification & direction of the Engineer-in-charge. |
| 19 | Providing rigid shuttering with the Box type shuttering plates with keys for intermediate construction joints in rafts of weirs,barrages and dam blocks including cost of all materials,Labour,T&P,labour cess etc including removal of forms complete as per direction of Engineer-in-Charge. |
| 20 | Prividing 12mm x 60mm thick vertical joints at suitable joint filled with sealing compound (confirming to IS code) including royalty and all other taxes,labour cess all complete job as per specification and direcion of Engineer-in-Charge (Specification as per drawing) |
| 21 | Providing weep holes in Guard wall,concrete abutment and wing walls / return wall with 75mm dia PVC pipe extending through the full width of the structure with slope of 1V:20H towards dressing face at regular interval as per approved design,drawing and specifications with all cost,carriage,royalty,taxes of all materials ,T&P,labour cess,Labour & supervision charges complete as per direction of Engineer-in-Charge. |
| 22 | Supplying and fixing RCC humpe pipes in position with jointing collar in reinforced cement concrete M-20 (1:1.5:3) with 20 mm. down graded hard granite chips including cost, conveyance , royalty, taxes, labour cess etc. of spun pipe complete but excluding cost of cement concrete with all leads , lift and delifts as per the direction of the Engineer - in Charge. |
| 23 | (a) 100 mm dia. NP-3 |
| 24 | (b) 150 mm dia. NP-3 |
| 25 | (b) 450 mm dia. NP-3 |
| 26 | (c) 600 mm dia. NP-3 |
| 27 | Filling in foundation trenches with usable quality of earth available from foundation excavation in layers not exceeding 150 mm. thick including watering, ramming manually or mechanically fully compacted with all leads, lifts and delifts, T&P, all taxes, labour cess, supervision charges as per direction of the Engineer-in-charge. |
| 28 | Flank dressing in 1 in 80slope from dowel to country dide of the inspection road of canal bank including all eqipment, labour required for the work including supervission charges, labour cess as per approved design, drawing, specification and as per direction of Engineer in charge. |
| 29 | Collecting, supplying good quality graded moorum for use as sub base on road surface for spreading as sub base in road surface in layer not exceeding 150mm thick, watering and compacting to the required density in OMC with PRR and all other charges, hire running charge of machinerirs etc. including cost of all materials, carriage, royalty of materials, labour cess in complete inclusive of supervission charges as per direction of Engineer in charge. |
| 30 | Providing, laying, spreading and compacting stone agreegate of size (90mm to 45mm) as Gr-I metalling on service road @ 1.21cum per 10 sqm for a compacted average thickness of 110mm to water bound machadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and chamber, applying and brooming with good quality moorum 0.30 cum per 10sqm to fill the interstics of course agreegates, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge works with all other charges, hire charges of machineries etc. including cost, conveyance royalty of all materials T&P labour required for the work including of supervission charges, labour cess with all incidental charges complete as per specification and as per the direction of Engineer in charge. |
| 31 | Providing, laying, spreading and compacting stone agreegate of size (63mm to 45mm) as Gr-II metalling on service road @ 1.21cum per 10 sqm for a compacted average thickness of 75mm to water bound machadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and chamber, applying and brooming with good quality moorum 0.22 cum per 10sqm to fill the interstics of course agreegates, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge works with all other charges, hire charges of machineries etc. including cost, conveyance royalty of all materials T&P labour required for the work including of supervission charges, labour cess with all incidental charges complete as per specification and as per the direction of Engineer in charge. |
| 32 | Blinding road surface with gravel and 25mm thick and watering, rolling with PRR including cost, conveyance, royalty taxes of all materials including hire & running charges of PRR and T&P labour required for the work inclusive of supervission charges, labour cess complete as directed by the Engineer in charge. |
| 33 | Providing contraction joint in the dam including fixing one line of Z-type copper sealing strip of 16 SWG (1.63 mm thick) and one line of PVC water stop of approved design including fixing 20mmm dia G.I. pipe for heating and filling with asphalt of approved grade but excluding cost of copper strip and PVC strip but including cost of all other materials complete including jointing sheets with bredzing /araldite etc. complete as directed by the Engineer - in -Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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