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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.4 LAdmitted-Finance | -27.77% | ₹39.4 L | L1 | Admitted-Finance |
| 2 | L2₹43.7 L+₹4.2 L (10.8%)Admitted-Finance AT PO CHAMAKPUR PS CHAMPUA DIST KEONJHAR PIN 758041 | CHAMAKPUR | KEONJHAR | ODISHA | 758041 | -19.99% | ₹43.7 L+₹4.2 L (10.8%) | L2 | Admitted-Finance |
| 3 | L3₹45.1 L+₹5.6 L (14.2%)Admitted-Finance AT BELTIKIRI SADAR DHENKANAL | -17.50% | ₹45.1 L+₹5.6 L (14.2%) | L3 | Admitted-Finance |
Tender Value
₹54.6 L
EMD Value
₹54,700
Closing Date
6 Aug 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Kanupur Canal Division-I, Jhumpura
Construction of 05 Five Nos Elephant Friendly Ramps Passage at RD 20070M,RD.23320M,RD.26650M, RD30980M and RD35280M of Kanpur Main Canal Of Kanupur Irrigation Project
2026_KPRIP_136834_3
S.E,KCD-I(KIP)-11/2026-27
National Competitive Bid
Civil Works - Canal
Percentage
90 days
Jhumpura
As Per Tender Document
3 documents required · 3 mandatory
₹10,000
₹54,700
Yes
3 Sept 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
23 Jul 2026 - 6 Aug 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 |
|---|---|---|---|---|---|
| 1 | Excavation of foundation of structures by manual/ mechanical means in all kinds of soil ( This shall include ordinary soil, sand, silt, slushy soil, hard soil, gravelly soil, stoney earth mixed with gravels, pebbles, stone boulder not exceeding 0.014cum by volume, moorum, etc.) in both wet and dry condition, including cost of dewatering of foundation, coffer dam, dressing, levelling the foundation bed and sides as per drawing and specification, all leads, lifts, de-lifts etc, depositing the useful approved excavated earth in the canal embankments in filling section in layers not exceeding 22.5cm. in depth, breaking clods to maximum 5cm to 7cm size and depositing the un-useful surplus materials in spoil banks or on any other specified space with proper section as directed, by manual/mechanical means, with cost of all leads, lifts, de-lifts, loading and unloading, handling and re-handling, with all cost for site illumination, mobilisation, demobilisation, diversion road, and all taxes, royalties, cess, T&P etc.complete, with all cost incidental to the work as per the specification and direction of the Engineer-in-charge. | 1,712.55 | Cum | 81.9 | ₹1,40,257.85 |
| 2 | Excavation of any approved type of soil in approved borrow area by mechanical means, loading into and transportation by mechanical means and unloading the soil within a lead of 1 Km. on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5cm layers to make ready for watering and compaction with PRR but excluding watering and compaction for all heights,including construction,maintenance,
watering and lighting of haul road and borrow area and royalty, cess, EMF, DMF, addl charges and all other taxes etc. complete as per the direction of the Engineer-in-Charge. | 2,610 | Cum | 200.7 | ₹5,23,827 |
| 3 | Supplying and Filling foundation and plinth with sand by mechanical/ manual means,laying in layers, duly compacted, including cost of watering, ramming, with all leads, lifts, de-lifts and cost, carriage, royalty, EMF, DMF addl charges, taxes of materials, cost of labour,cess, T&P and all cost incidental to the work etc. complete as per the specification and direction of the Engineer-in-charge. | 34.65 | Cum | 995.2 | ₹34,483.68 |
| 4 | CC work of M-15 grade with 20mm and down graded crusher broken hard granite chips with cost, carriage, royalty and taxes of all materials and labour etc. complete including hoisting and laying as per the direction of the Engineer-in-Charge | 382.1 | Cum | 6,156.3 | ₹23,52,322.23 |
| 5 | Rigid and smooth centering and shuttering for RC.C. works including false works and dismentalling then after casting with cost, conveyance & taxes of all materials, cost of labour and T&P etc. all complete as per the direction of Engineer-in-charge. (A) For plinth band,coloumn footing,mass concrete and pre cast slabs | 1,528.34 | Sqm | 251.1 | ₹3,83,766.17 |
| 6 | Rough stones dry packing in aprons and revetment with hard granite stone 30cm and above size complete as per direction of Engineer-in-charge. | 883.86 | Cum | 2,222.8 | ₹19,64,635.12 |
| 7 | Filling foundation and plinth with excavated materials by mechanical/ manual means and lying in layers, duly compacted, including watering, ramming, with all leads, lifts, de-lifts including all cost incidental to the work etc. complete as per the direction of the Engineer-in-charge. | 1,141.69 | Cum | 54.6 | ₹62,336.44 |
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