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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -2.58% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹17.8 L+₹10,520.75 (0.60%)Admitted-Finance | -2.00% | ₹17.8 L+₹10,520.75 (0.60%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-As per the e-NIT, D-Class contractors are not eligible to participate in this work. |
Tender Value
₹18.1 L
EMD Value
₹36,260
Closing Date
5 Jun 2026, 4:00 pmClosed
Executive Engineer
Mahore Irrigation Division Dharmari
Restoration of Upper Pai Canal at Spots Between RD 0-100 mtrs, RD 700- 850 mtrs and Restoration of Batura Kalmua Khul at Spots between RD 300-350m, RD520-580m, RD800-860m, RD1800-1900m, RD 2100-2160m damaged by flood under SASCI.
2026_IFC_310734_2
e-NIT No. 10 of 2026-27 dated 22-05-2026
Open Tender
Civil Works
Percentage
75 days
Upper Pai canal and batura
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer
₹36,260
8 Jun 2026
23 May 2026
6 Jun 2026
23 May 2026
5 Jun 2026
23 May 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 | Restoration of Upper Pai Canal at Spots Between RD 0-100 mtrs, RD 700- 850 mtrs
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil : | 25 | cum | 592.9 | ₹14,822.5 |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 9.6 | cum | 5,202.9 | ₹49,947.84 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 42.5 | cum | 5,733.6 | ₹2,43,678 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 160 | sqm | 286.35 | ₹45,816 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. | 30 | sqm | 628.95 | ₹18,868.5 |
| 6 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. | 40 | sqm | 562.15 | ₹22,486 |
| 7 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | 14.4 | cum | 1,725.2 | ₹24,842.88 |
| 8 | Slip clearance mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 135 | cum | 331.15 | ₹44,705.25 |
| 9 | Carriage of Sand from nearest source to site of work for an average distance of 20 km by MT and 500 M by head load. | 25.29 | cum | 1,003.82 | ₹25,386.61 |
| 10 | Carriage of Stone aggregate 20 mm from nearest source to site of work for an average distance of 20 km by MT and 500 M by head load. | 48.13 | cum | 1,003.82 | ₹48,313.86 |
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