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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC VILL MANDIRA PO PANURIA DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713315 | PASCHIM BARDHAMAN | WEST BENGAL | 713315 | ₹14.7 L | L1 | Accepted-AOC On being L1 and TC recommendations |
| 2 | Rejected-Technical VILL AMDIHA PO LALGANJ DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713359 | PASCHIM BARDHAMAN | WEST BENGAL | 713359 | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical RAGHUNATH CHAK ASANSOL BARDHAMAN 713359 INDIA | ASANSOL | BARDHAMAN | WEST BENGAL | 713359 | - | - | Rejected-Technical L3 |
Tender Value
₹16.0 L
EMD Value
₹20,000
Closing Date
18 Mar 2026, 5:00 pmClosed
Area Engineer Civil, Salanpur Area
Office of the General Manager, Salanpur Area, Lalganj. 713359
Construction of entry gate along with store room at new Kali Mandir near Lohat under Dabor Colliery
2026_ECL_354985_1
SLN/GM/AE(C)/E-Tender/25-26/56 Dated 06.03.2026
Open Tender
Civil Works - Buildings
Percentage
45 days
Dabor Colliery
As Per NIT
3 documents required · 3 mandatory
₹20,000
1 Apr 2026
7 Mar 2026
19 Mar 2026
8 Mar 2026
18 Mar 2026
8 Mar 2026
8 Mar 2026 - 11 Mar 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 | Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift | 1 | cum | 150.2 | ₹150.18 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 1,098.15 | - |
| 4 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 1 | sqm | 26.15 | ₹26.15 |
| 5 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 derived from natural sources) | 1 | cum | 6,389.45 | ₹6,388.81 |
| 6 | 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 20 mm nominal size derived from natural sources) | 1 | cum | 5,816.85 | ₹5,816.27 |
| 7 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | 7,386.6 | - |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 8,764.7 | - |
| 9 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | 9,272 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 1 | sqm | 305 | ₹304.97 |
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