Tender For Construction Of Settling Pond & De-Silting Of Existing Pond, Garland Drain, Check Dam At Kodingamali Bauxite Mines In The District Of Koraput
Tender Value
87.48 Lakhs
Estimated cost
Bid Submission
06 Oct 2026
13 days left
EMD
87480
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Koraput → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Settling Pond & De-Silting Of Existing Pond, Garland Drain, Check Dam At Kodingamali Bauxite Mines In The District Of Koraput
BOQ
| Sl. No. | Item Description |
| 1 | Civil works |
| 2 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC. |
| 3 | Excavation, loading & carriage by mechanical means in medium hard rock (can not be scapped or peeled with knife, hanheld specimen can be broken with single moderate blow with pick, crushing strength between 100 to 250 kg/sqcm) in canal, foundation & cut-off trenches of earth dam & other deep cutting by means of Rock Breaker with all lifts, delifts including trimming the bed & slopes to designed finished section, loading into & transportation by taransport vehicle within 1 KM lead & depositing the excaveted materials neatly in specific dump yard as directed by the Enginerer-in charge etc complete. |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision) |
| 5 | Supplying, filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalties of sand with labour and T&P required for the work etc. complete as per direction of EIC |
| 6 | P.C.C .of prop.(1:3:6) in foundation using 40 mm. size broken hard granite metal of approved quality from approved quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. complete as per direction of EIC. |
| 7 | C.C. of prop. (1:2:4) in all floors using 12mm (1/2”) size hard crusher broken granite chips of appd. Quality from appd. quarry including centering, shuttering to wall side & lowering, laying, concrete, watering and curing etc. comp. to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials and cost of all labour, T&P required for the work etc. complete as per direction of EIC |
| 8 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. |
| 9 | Supplying HYSD bars of appd. Quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work including cost,head load, conveyance of HYSD bars (Fe500) and binding wires of 18 to 20 gauge and cost of labour, T&P required to comp. in all respect as directed by the EIC. |
| 10 | Rigid and smooth centering and shuttering at all heights of trough of aqueduct bridges, deck slab and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shutering plates including welding, bolting,cost, conveyance , royalty and all other taxes of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as directed by Engineer-in- Charge - in foundation and footing. |
| 11 | Rigid and smooth centering and shuttering at all heights of trough of aqueduct bridges, deck slab and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shutering plates including welding, bolting,cost, conveyance , royalty and all other taxes of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as directed by Engineer-in- Charge - in Wall |
| 12 | Rough stone dry packing in approns and revetments with locally available hard stones / Granite Stone as per specification and direction of EIC. |
| 13 | Earth work in excavation of foundation trenches in Ordinary soil including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. complete as directed by EIC. |
| 14 | Earth work in slushy soil in water within 50m Initial lead and 5m initial lift as per the direction and specification of EIC. |
| 15 | Carriage of excavated materials including loading into and transportation by transport vehicle and depositing the excavated materials neatly in approved spcified dump yard within1Km lead & dressing to pro section as direction by the Engineer-in-charge and trimming of bed and slope to the design finished section manually, if necessary, including all cost of T&P etc…complete as per specification and direction of the Engineerin- charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender