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Tender Value
₹9.8 L
EMD Value
₹9,900
Closing Date
9 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
S.E., Chikiti Irr. Divn., Berhampur
S.E., Chikiti Irr. Divn., Courtpeta, Berhampur
Improvement to canal
2026_CEBMB_132861_20
e-CHID-05/2026-27
Open Tender
Civil Works - Canal
90 days
Berhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹9,900
Yes
25 Jun 2026
25 Jun 2026
10 Jul 2026
25 Jun 2026
9 Jul 2026
25 Jun 2026
25 Jun 2026 - 4 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling and removing old cement concrete including stacking the useful materials for reuse and removing the debris away from work site with all leads, lifts & delifts, all labour charges, T&P, B & O.C. Workers Welfare Cess, scafolding etc. complete as directed by the Engineer-in-charge. | 44.83 | One Cum | 655.6 | ₹29,390.55 | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in excavation of foundation in hard soil with in 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with all leads, lifts & delifts, all labour charges, T&P, B & O.C. Workers Welfare Cess excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. | 52.3 | One Cum | 282.9 | ₹14,795.67 | BI01010001010000000000000515BI0100001114 |
| 3 | Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF,additional charges & cess, , taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. | 10.46 | One Cum | 675.5 | ₹7,065.73 | BI01010001010000000000000515BI0100001115 |
| 4 | Cement concrete of design mix of M15 grade 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 40mm 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, royalty, DMF, EMF, additional charges, 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. | 10.46 | One Cum | 5,436.81 | ₹56,869.03 | BI01010001010000000000000515BI0100001116 |
| 5 | Cement concrete of design mix of M15 grade 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, royalty, DMF, EMF, additional charges, 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. | 99.74 | One Cum | 5,759.8 | ₹5,74,482.45 | BI01010001010000000000000515BI0100001117 |
| 6 | Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, gallery of bridges exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. | 388.49 | One Sqm | 665.4 | ₹2,58,501.25 | BI01010001010000000000000515BI0100001118 |
| 7 | Earth work in excavation in ordinary soil including trimming the slopes and bed to the required section and depositing the excavated soil in canal banks or nearby filling reaches or spoil banks including breaking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with all leads, lifts & delifts, all labour charges, T&P, Cess etc. complete as per the specification and as directed by the Engineer-in-charge. | 227.84 | One Cum. | 175.4 | ₹39,963.14 | BI01010001010000000000000515BI0100001119 |
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