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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC VILL BONJEMIHARY COLLIERY PO SALANPUR DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713357 | PASCHIM BARDHAMAN | WEST BENGAL | 713357 | L1 | Accepted-AOC On being L1 and TC recommendations. | |
| 2 | Rejected-Technical VILL MANDIRA PO PANURIA DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713315 | PASCHIM BARDHAMAN | WEST BENGAL | 713315 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical VILL AMDIHA PO LALGANJ DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713359 | PASCHIM BARDHAMAN | WEST BENGAL | 713359 | - | Rejected-Technical L3 |
Tender Value
₹4.2 L
EMD Value
₹5,300
Closing Date
12 May 2026, 5:00 pmClosed
Area Engineer Civil, Salanpur Area
Office of the General Manager, Salanpur Area, Lalganj. 713359
Providing transformer shed along with laying of Hume pipe for installation of Coal crusher at Dabor OCP
2026_ECL_358929_1
SLN/GM/AE(C)/E-Tender/26-27/03 Dated 30.04.2026
Open Tender
Civil Works - Buildings
Percentage
30 days
Dabor Colliery
As per Tender Documents
3 documents required · 3 mandatory
₹5,300
10 Oct 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. | 1 | cum | 1,098.15 | ₹1,098.04 |
| 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 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks | 1 | cum | 7,684.9 | ₹7,684.13 |
| 5 | 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. | 1 | kg | 103.9 | ₹103.89 |
| 6 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 1 | kg | 134.95 | ₹134.94 |
| 7 | P/F precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | sqm | 621.65 | - |
| 8 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 1 | sqm | 265.15 | ₹265.12 |
| 9 | P/L Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1000 mm dia RCC pipes. (Laying by manual/ machanical means) | - | meter | 5,094.2 | - |
| 10 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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