Tender For Renovation Of Daha Left Distributary In Between Rd 8040 M To Rd 8580 M Of Daha Irrigation Project For The Year 2026-27.
Tender Value
16.88 Lakhs
Estimated cost
Bid Submission
28 Sep 2026
5 days left
EMD
16900
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Daha Left Distributary In Between Rd 8040 M To Rd 8580 M Of Daha Irrigation Project For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegitation,grass,bushes, shrubs,saplings and trees grith upto 300 mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable maerals to be used or auctioned, upto lead of 1 KM including removal & disposal of top organic soil not exceeding 150 mm in thickness with all labour charges, all taxes, cess T&P all lead, lift, delifts, rehandling etc but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge. |
| 2 | Earth work excavation in foundation in all kinds of soil including hard and gravelly, soil including clearing & removal of shrub jungles uprooting stumps and small bushes below 1 meter girth with all leads, lifts and delifts & dewatering if required including dressing and leveling the bed and breaking clods to max. 5cm to 7cm and depositing the excavated materials and away from the work site including shoring and shuttering, propping bullah, piling with all labour charges, all taxes, cess T&P all lead, lift, delifts, rehandling etc complete, but excluding GST and complete the work in all respect as per drawing design and specification and direction of Engineer-in-charge. |
| 3 | Filling in foundation & plinth with sand well watered & rammed with all cost, conveyance & royalty of sand including all leads, lifts, delifts, all incidental charges, labour charges & cess etc but excluding GST and complete the work in all respect as per drawing, design & specification as per direction of Engineer-In-Charge. |
| 4 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S-516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 5 | Reinforcement Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 6 | Supplying, straightening, cutting, bending, binding of HYSD un coated Tor rods of different sizes as per design, for RCC works tying the grills and placing in position in all heights for fabrication and framing reinforcement with laps and hooks, ties, chairs and tack welding, whenever necessary with all leads, lifts and delifts including cost, conveyance and taxes of all materials including cost of steel of (SAIL or any approved make i.e. TATA) binding wire 18 to 20 SWG, T&P including transportation to work site loading, unloading and taxes of all materials labour charges, cess etc. but excluding GST and complete the work in all respect as per drawing, design & specification as per direction of Engineer-In-Charge. |
| 7 | Providing rigid Form work for concrete with F1 finish for U/S faces of Dams, Spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with the box type steel shuttering plates rigidly fixed blocks including cost of all materials all labour T&P, taxes and dismantling after casting with all lead, lift & delifts and all incidental charges etc. but excluding GST and complete the work in all respects as per specification and as per direction of Engineer-in-charge. |
| 8 | Filling in foundation & plinth with excavated materials including watering and ramming with all labour, T & P etc. to the requires level including cost, carriage & cess of all materials etc. but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge. |
| 9 | Earth work excavation of any approved type of soil manually with suitable earth by manual means with all lead & lift to the required section and level including clearing and grubbing light jungles, uprooting stumps, small bushes and trees etc. and breaking the clods to max. 5 cm to 7 cm and laying in layers to the design section of bank in 22.5 cm thick layers including construction maintenance, watering and lighting of haul road and borrow area, including cost, conveyance and taxes, all incidental charges & cess with all leads, lifts & delifts etc. but excluding GST and complete the work in all respects as per design, drawing, specification and as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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