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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance VILL BONJEMIHARY COLLIERY PO SALANPUR DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713357 | PASCHIM BARDHAMAN | WEST BENGAL | 713357 | -35.33% | ₹6.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.6 L+₹2.2 L (34.2%)Admitted-Fee/PreQual/Technical/Finance VILL AMDIHA PO LALGANJ DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713359 | PASCHIM BARDHAMAN | WEST BENGAL | 713359 | -13.24% | ₹8.6 L+₹2.2 L (34.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.4 L+₹3.0 L (46.1%)Admitted-Fee/PreQual/Technical/Finance | -5.50% | ₹9.4 L+₹3.0 L (46.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.4 L+₹3.0 L (47.5%)Admitted-Fee/PreQual/Technical/Finance PAHARGORA SAMDI DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713359 | PASCHIM BARDHAMAN | WEST BENGAL | 713359 | -4.62% | ₹9.4 L+₹3.0 L (47.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹9.7 L+₹3.3 L (51.1%)Admitted-Fee/PreQual/Technical/Finance VILL MANDIRA PO PANURIA DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713315 | PASCHIM BARDHAMAN | WEST BENGAL | 713315 | -2.29% | ₹9.7 L+₹3.3 L (51.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.9 L
EMD Value
₹12,400
Closing Date
12 May 2026, 5:00 pmClosed
Area Engineer Civil, Salanpur Area
Office of the General Manager, Salanpur Area, Lalganj. 713359
Construction of shed (cremation shed) of Janaza Ground at Jemari village under Bonjemihary Colliery of Salanpur Area
2026_ECL_358674_1
SLN/GM/AE(C)/E-Tender/26-27/02 Dated 30.04.2026
Open Tender
Civil Works - Buildings
Percentage
60 days
Bonjemihary Colliery
As per Tender Documents.
3 documents required · 3 mandatory
₹12,400
13 May 2026
1 May 2026
13 May 2026
2 May 2026
12 May 2026
2 May 2026
2 May 2026 - 5 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1 | cum | 190.35 | ₹190.16 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 1,098.15 | - |
| 3 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 5,657.15 | - |
| 4 | P/L in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | 6,935.5 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | 305 | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | kg | 98.9 | ₹98.89 |
| 7 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 0.6 | kg | 103.9 | ₹62.34 |
| 8 | Neat cement punning. | - | sqm | 65.1 | - |
| 9 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m² | - | meter | 790.25 | - |
| 10 | Extra for P/F wind ties of 40x 6 mm flat iron section. | - | meter | 156.25 | - |
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