Water Resources and Irrigation Government Departments Closing in 0 days TDR #54687627

Tender For Construction Of Darangapada Check Dam Near Village Darangapada Of Tunmura Gp In Kutra Block Of Sundargarh District Under Maty 2025-26.

Issued by Government Departments · Kutra, Odisha
Tender Value
1.11 Crore
Estimated cost
Bid Submission
30 Mar 2026
0 days left
EMD
1.11 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kutra → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Construction Of Darangapada Check Dam Near Village Darangapada Of Tunmura Gp In Kutra Block Of Sundargarh District Under Maty 2025-26.

BOQ

Name of Work:- Construction of Darangapada Check Dam near village Darangapada of Tunmura GP in Kutra Block of Sundargarh District under MATY 2025-26.
Sl. No. Item Description
1Excavation loading , unloading and carriage by mechanical means,of all kinds of soil including stoney earth, gravel , and moorum etc.inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing excavated materials away from work site as per the specification and as directed by engineer in charge with an initial lead of 1.00 km from the place of excavation complete. (Measurment is to be taken on finised level section).(Overburden cutting)
2Excavation loading , unloading and carriage by mechanical means,of all kinds of soil including stoney earth, gravel , and moorum etc.inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing excavated materials away from work site as per the specification and as directed by engineer in charge with an initial lead of 1.00 km from the place of excavation complete. (Measurment is to be taken on finised level section).(Excavation of foundation)
3Excavation of foundation in D.I not required blasting to be excaveted manually y the hacksaw and crowbar to proper profile in all kinds of soil with initial lead and lift including dressing and leviling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts including dewatering from foundation if necessary complete as directed by the Enginieer in Charge.
4Filling foundation & plinth with the excavated earth well watered & rammed including collecting, supplying and stacking the required material to proper slope level & thickness with all leads, lifts & delifts including cost, conveyance,royality and other taxes of materials & supply of all labour & T&P required for the work etc. complete in all respect as directed by the Engineer in Charge.
5Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering including mixing the materials by using concrete mixture, 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, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.
6Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering including mixing the materials by using concrete mixture, 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 water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.
7Providing and removing rigid and smooth centering and shuttering for R.C.C. and concrete work in Foundation and Plinth including cost, conveyance, all taxes materials labour charges including dismantling the same after required period etc. complete in all respect as directed by the Engineer-in-charge.
8Straightening, cutting, bending, binding, fitting and placing HYSD bar of SAIL/TATA make reinforcement 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 including all incidental charges required for the work etc as directed by the Engineer-in-charge.
9Rough stone dry packing in aprons and revetments to all heights with hard Stone of size of 30 cm and above including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge.(Minimum 1/6 volume will be deducted towards voids)
10Providing weep holes in PCC/RCC abutment, wing wall, return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20 H towards draining face complete as per approved drawings and technical specifications as directed by the Engineer-in-charge.. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 54687627
AUTHORITY Government Departments
TENDER VALUE 1.11 Crore
LAST DATE 30-03-2026
Authority
Authority Name minor irrigation department
Work Description Tender For Construction Of Darangapada Check Dam Near Village Darangapada Of Tunmura Gp In Kutra Block Of Sundargarh District Under Maty 2025-26.
Basic Detail
Tender No ACENMIC SBP 04/2025-26
Bidding Type Tender
Location
City Kutra
State Odisha
Key Dates
Publish Date 16 Mar 2026
Submission Date 30 Mar 2026
Open Date 31 Mar 2026
Finance
Tender Value 1.11 Crore
Tender Fee 10000
EMD 1.11 Lakhs
Exemption Not Available
Document List
07ed0f0c-96ef-4465-8d11-053fd0a82159.html
BOQ_585109.xls
DTCN_DARANGAPADA.pdf
Tendernotice_1 (3).pdf

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Tender Timeline

Mar 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 31, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

07ed0f0c-96ef-4465-8d11-053fd0a82159.html

xls

BOQ_585109.xls

pdf

DTCN_DARANGAPADA.pdf

pdf

Tendernotice_1 (3).pdf

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